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Renovation Of Beriyolika Li Scheme Canal Aqueducts , Under Drain Etc Near Tochainages 0/600Km , 0/700Km , 0/ 825Km And 1/340Km In Ichilangod Village Of Mangalpady Panchayath, Mangalpady-Kerala

Irrigation Department has published Renovation Of Beriyolika Li Scheme Canal Aqueducts , Under Drain Etc Near Tochainages 0/600Km , 0/700Km , 0/ 825Km And 1/340Km In Ichilangod Village Of Mangalpady Panchayath. Submission Date for this Tender is 17-06-2021. Lift Irrigation Tenders in Mangalpady Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

28109324
Renovation Of Beriyolika Li Scheme Canal Aqueducts , Under Drain Etc Near Tochainages 0/600Km , 0/700Km , 0/ 825Km And 1/340Km In Ichilangod Village Of Mangalpady Panchayath
Open Tender
Indian
Kerala
Mangalpady
17-06-2021

Tender Details

Renovation Of Beriyolika Li Scheme Canal Aqueducts , Under Drain Etc Near Tochainages 0/600Km , 0/700Km , 0/ 825Km And 1/340Km In Ichilangod Village Of Mangalpady Panchayath

Key Value

Document Fees
INR 2785 /-
EMD
INR 43900.0 /-
Tender Value
INR 29.25 Lakhs /-

BOQ Items

Work Name:Renovation of Beriyolika LI Scheme canal Aqueducts, under drain etc near to chainages 0/600Km, 0/700Km, 0/ 825Km and 1/340Km in Ichilangod village of Mangalpady panchayath
Sl. No. Item Description Item Code / Make Quantity Units
1 1.01 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 BI01010001010000000000000515BI0100001114 450 sqm
2 1.02 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) BI01010001010000000000000515BI0100001115 39.2 cum
3 1.03 15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. BI01010001010000000000000515BI0100001116 65.7 cum
4 1.04 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 BI01010001010000000000000515BI0100001117 10.08 cum
5 1.05 2.7.1 : 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.Ordinary rock BI01010001010000000000000515BI0100001118 17.25 cum
6 1.06 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) BI01010001010000000000000515BI0100001119 35.763 cum
7 1.07 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) BI01010001010000000000000515BI0100001120 11.293 cum
8 1.08 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) BI01010001010000000000000515BI0100001121 51.764 cum
9 1.09 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001122 68.198 cum
10 1.1 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 BI01010001010000000000000515BI0100001123 10055.8 kilogram
11 1.11 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete BI01010001010000000000000515BI0100001124 381.6 sqm
12 1.12 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform BI01010001010000000000000515BI0100001125 432.2 sqm
13 1.13 13.9.1 : Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster BI01010001010000000000000515BI0100001126 1123.5 sqm
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