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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₹29.6 LAccepted-AOC 22045 R 100 M S PANJIPILLAI GINDADA P O KERALA | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC lowest quoted hence accepted | |
| 2 | L2₹30.9 L+₹1.2 L (4.17%)Rejected-AOC AITHARA KALEELAZHIKATHU VEEDU ODANAVATTOM PO | IDUKKI | KERALA | 685533 | L2 | Rejected-AOC highest quoted hence rejected |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
28 Dec 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o Executive Engineer ,KIP (RB) Division No.2, Kottarakkara
GENERAL Urgent leak rectification work GENERAL Urgent leak rectification works of Oyoor Branch Canal near Paruthiyara aqueduct between ch 6500 m and 6700m and ch 13000m and 15000 m in Veliyam Panchayath General Civil Work General Civil Work
2024_Irrig_718813_1
IRR/PII/TR/2964/2024_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
450 days
paruthiyara, veliyam
please verify tender document
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
31 Jan 2025
21 Dec 2024
31 Dec 2024
21 Dec 2024
28 Dec 2024
21 Dec 2024
Amount
Rectification work
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
50.2.33.5:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.
2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth
OD26915/2024-2025:Cleaning inside aqueduct/ flume by mechanical/ manual means including removal of earth/debris, not exceeding 20cm in depth and disposal of excavated earth/ debris, lead up to 50 m and lift up to 2 m, disposed soil to be levelled and neatly dressed as directed by the departmental officer at the site.
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
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 : 6 graded stone aggregate 20 mm nominal size)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
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
50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
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
OD26913/2024-2025:Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints.
ASOKAN. V (BID ID -2038391)
Bidder Name
baiju
ASOKAN. V
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1136681.pdf
boq_comp_chart.xlsx
xlsx
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