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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.3 Cr+₹18.0 L (8.58%)Rejected-AOC | ₹2.3 Cr+₹18.0 L (8.58%) | L2 | Rejected-AOC L3 |
| 3 | L3₹2.3 Cr+₹21.9 L (10.4%)Rejected-AOC KOOTAPPURAKKAL HO POTTA KUMBALACODE PO PAZHAYANNUR 680587 THRISSUR | PAZHAYANNUR | THRISSUR | KERALA | 680587 | ₹2.3 Cr+₹21.9 L (10.4%) | L3 | Rejected-AOC L2 |
| 4 | L4₹2.3 Cr+₹22.2 L (10.6%)Rejected-Finance | ₹2.3 Cr+₹22.2 L (10.6%) | L4 | Rejected-Finance L4 |
| 5 | L5₹2.4 Cr+₹26.3 L (12.5%)Rejected-Finance | ₹2.4 Cr+₹26.3 L (12.5%) | L5 | Rejected-Finance L5 |
Tender Value
₹3.5 Cr
EMD Value
₹1 L
Closing Date
30 Oct 2021, 2:00 pmClosed
Director of Agriculture Development and Farmers We
Directorate of Agriculture Development and Farmers Welfare Department Vikas Bhavan Thiruvananthapuram 695033
Infrastructural development works in various padasekharams under Alathur constituency in Palakkad district- Construction of canal from Edivizhuthampara to Mulladikkadu Pidarimedu pond under Eruthempathy krishibhavan, Palakkad Distri
2021_AGRI_442633_1
TG II(2)007420/2021/S
Open Tender
Civil Works - Canal
Item Rate
540 days
Eruthempathy Palakkad
Please refer Tender documents.
5 documents required · 5 mandatory
₹7,500
Yes
₹1 L
Yes
8 Dec 2021
30 Sept 2021
1 Nov 2021
30 Sept 2021
30 Oct 2021
30 Sept 2021
30 Sept 2021 - 30 Oct 2021
Amount
PART I
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
od10785/2018_2019 : 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
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)
4.1.3 : 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)
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)
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.
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)
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
13.1.2 : 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
60.2.1 : EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (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.
2.25 : Filling available excavated 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.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.
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.
od3431/2020_2021 : supplying and laying DN 350mm or nearest PN6 PE100 SDR26 HDPE pipe conforming to IS 4984:2016 (ISI) Wall thickness (12.00 to 13.3)mm specifications inclusive of required laying and jointing with necessary covering
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.
Abdul Nasar T K
K.M.ABBAS
VT MOHAMMED
Sujesh M K
abdul kasim
MOHAMMED SAKKEER K
P SUBRAMANIAN
SIVADAS C
M T ABDUL KABEER
SHAFEEQ N M
JAMSHID T H
mohammed shafi
PK BHASKARAN
JAMES P J
C. H. MOHAMMED ASHARAF
SAJI KURUVILA
CUBIX INFRASTRUCTURES
M.K.MOIDEEN
YES YEM CONSTRUCTION
G.AYYASWAMY
Bidder Name
mohammed shafi
M T ABDUL KABEER
abdul kasim
P SUBRAMANIAN
M.K.MOIDEEN
VT MOHAMMED
JAMES P J
JAMSHID T H
Abdul Nasar T K
SIVADAS C
manoj.k
SHAFEEQ N M
CUBIX INFRASTRUCTURES
PK BHASKARAN
K.M.ABBAS
MOHAMMED SAKKEER K
YES YEM CONSTRUCTION
C. H. MOHAMMED ASHARAF
G.AYYASWAMY
SAJI KURUVILA
Sujesh M K
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