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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-AOC | ₹3.4 Cr | L1 | Accepted-AOC Lowest |
| 2 | L2₹3.4 Cr+₹1.2 L (0.36%)Rejected-AOC | ₹3.4 Cr+₹1.2 L (0.36%) | L2 | Rejected-AOC L2 |
| 3 | L3₹3.5 Cr+₹9.9 L (2.91%)Rejected-AOC KOOTAPPURAKKAL HO POTTA KUMBALACODE PO PAZHAYANNUR 680587 THRISSUR | PAZHAYANNUR | THRISSUR | KERALA | 680587 | ₹3.5 Cr+₹9.9 L (2.91%) | L3 | Rejected-AOC L3 |
| 4 | L4₹3.6 Cr+₹21.5 L (6.33%)Rejected-Finance | ₹3.6 Cr+₹21.5 L (6.33%) | L4 | Rejected-Finance L4 |
| 5 | L5₹3.7 Cr+₹33.7 L (9.92%)Rejected-Finance | ₹3.7 Cr+₹33.7 L (9.92%) | L5 | Rejected-Finance L5 |
Tender Value
₹4.9 Cr
EMD Value
₹1 L
Closing Date
5 Mar 2022, 2:00 pmClosed
Director of Agriculture Development and Farmer W
Directorate of Agriculture Development and Farmers Welfare Vikas Bhavan Thiruvananthapuram 695033
NABARD RIDF XXVI Infrastructure Development woks for Improving Agricultural Production in Various Padasekharams in Alathur Panchayath(NIRA Project) - Palakkad District - REACH-I - Side Protection of Vanoor Thodu
2022_AGRI_475021_1
TG II(2)000784/2022/NS
Open Tender
Civil Works - Canal
Item Rate
540 days
Alathur Palakkad
Please refer Tender documents.
6 documents required · 6 mandatory
₹7,500
Yes
₹1 L
Yes
1 Jun 2022
16 Feb 2022
7 Mar 2022
16 Feb 2022
5 Mar 2022
16 Feb 2022
Amount
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
15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
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
60.7.9 : RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
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)
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)
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
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
od2871/2021_2022 : Providing and fixing PVC pipes complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2 Modified data 50.18.9.9.2
od2872/2021_2022 : Providing and fixing PVC pipes complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2 Modified data50.18.9.10.1
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.
M T ABDUL KABEER
K.M.ABBAS
manoj.k
K K Shelly
fairose abdulla
Muralidharan
ABOOBACKER SIDDIK
B MOHAMMED HAJI
MOTHERLANDCONSTRUCTION
Bidder Name
M T ABDUL KABEER
K K Shelly
POULOSE VARGHESE
MOTHERLANDCONSTRUCTION
manoj.k
K.M.ABBAS
ABOOBACKER SIDDIK
Muralidharan
fairose abdulla
B MOHAMMED HAJI
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