Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-AOC BENGLAVIL HOUSE KOORIYAD MALAPPURAM DIST KERALA PIN 676306 | MALAPPURAM | KERALA | 676306 | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹12.7 L+₹67,736 (5.63%)Rejected-AOC | L2 | Rejected-AOC BEING L2 | |
| 3 | L3₹12.9 L+₹88,515 (7.36%)Rejected-AOC NEKKATH HOUSE ACHANAMBALAM KANNAMANGALAM P O MALAPPURAM 676304 | MALAPPURAM | MALAPPURAM | KERALA | 676304 | L3 | Rejected-AOC BEING L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical BEING L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical BEING L4 |
Tender Value
₹14.1 L
EMD Value
₹35,285
Closing Date
21 May 2020, 6:00 pmClosed
M SIVADASAN
Executive Engineer Minor Irrigation Division B1 Block Civil Station Malappuram 676505
Vengara Block Panchayath 2019 20 Reconstruction of Valiyora Kizhakke Canal RB Canal from Ch 508m of Valiyora LIS in Vengara Panchayath
2020_Irrig_356122_1
EEMI/ET/03/2020-21
Open Tender
Civil Works - Canal
Item Rate
180 days
VENGARA
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,785
Yes
online
₹35,285
Yes
17 Aug 2020
13 May 2020
26 May 2020
13 May 2020
21 May 2020
13 May 2020
Amount
Reconstruction of Canal
15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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
60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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)
4.1.5 : 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)
4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 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
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
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas 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.
60.7.4 : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
SAINUDHEEN CH
ABDUL AZEEZ.P
P P SUBAIR
N M ABDU RAHIMAN
Bidder Name
ABDUL AZEEZ.P
SAINUDHEEN CH
P P SUBAIR
ANWAR P
N M ABDU RAHIMAN
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_501097.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 .