Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹8.9 L+₹17,210.56 (1.98%)Rejected-AOC | L2 | Rejected-AOC L2 Bidder | |
| 3 | L3₹9.2 L+₹48,129.59 (5.52%)Rejected-AOC | L3 | Rejected-AOC L3 Bidder |
Tender Value
₹13.4 L
EMD Value
₹33,473
Closing Date
15 Oct 2022, 5:00 pmClosed
Executive Engineer
Irrigation Division, Malampuzha
Clearing Grass Demolishing CC Earth Work Exacavation CC 1_4_8 CC 1_3_6 CC 1_2 _4 CC 1_1 5_3 Centering and shuttering Platering etc
2022_Irrig_513846_1
IRR/PI/TR/4208/2022_5_6_5/1 MP
Open Tender
Civil Works - Canal
Item Rate
300 days
Koduvayur
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹33,473
Yes
21 Dec 2022
7 Oct 2022
29 Oct 2022
7 Oct 2022
15 Oct 2022
7 Oct 2022
Amount
Canal lining work
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.6: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 40 mm nominal size)
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
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
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.
Sreekumar C K
S.Sadasivan Nair
Bidder Name
Sreekumar C K
S.Sadasivan Nair
BENNY KURIAKOSE
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_736560.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 .