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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC | L1 | Accepted-AOC First lowest | |
| 2 | L2₹6.2 L+₹10,877.58 (1.80%)Rejected-AOC KERALA KL KERALA | L2 | Rejected-AOC Second lowest | |
| 3 | L3₹6.2 L+₹16,953.29 (2.80%)Rejected-AOC SANGALPAM CHEMANCHERY VENGALAM | L3 | Rejected-AOC Third lowest | |
| 4 | L4₹6.2 L+₹18,922.61 (3.12%)Rejected-AOC | L4 | Rejected-AOC Fourth lowest | |
| 5 | L5₹6.3 L+₹24,494.25 (4.04%)Rejected-AOC | L5 | Rejected-AOC Fifth lowest |
Tender Value
₹7.1 L
EMD Value
₹10,800
Closing Date
28 Jun 2021, 6:55 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, Kuttiady Irrigation Project Subdivision, Vatakara
Urgent Rectification of Makkada sub distributary and Cherukulam FB
2021_Irrig_426761_1
AEE/VTK/09/2021-22
Open Tender
Civil Works - Canal
Item Rate
180 days
Parthasarathi road, Cherukulam
5 documents required · 5 mandatory
₹1,763
Yes
₹10,800
Yes
28 Jul 2021
19 Jun 2021
30 Jun 2021
19 Jun 2021
28 Jun 2021
19 Jun 2021
19 Jun 2021 - 28 Jun 2021
Amount
Rectification
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
2.8.1 : 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
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
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)
4.3.2 : 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.
4.1.5 : 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)
5.12 : Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 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
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)
13.62.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
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.
VK BALAN
BALRAJ SAHU P K
P.Sugunan
JAYARAJAN A
HAREESH KUMAR V K
VKNARAYANAN
RAJAN
Bidder Name
ANJANA CONSTRUCTIONS
VK BALAN
BALRAJ SAHU P K
P.Sugunan
RAJAN
HAREESH KUMAR V K
VKNARAYANAN
JAYARAJAN A
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