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Nabard Ridf Xx Integrated Development Of Kole Lands Phase Ii ( Savings Project ) Additional Flood Control Structures In Thrissur And Ponnani Kole Area Construction Of Single Slucie Type B At Mud Area ( 1No . ) And Removal Of Existing Idiyanchira Co, Idiyanchira, in Thrissur District-Kerala

The Kerala Land Development Corporation Ltd has published Nabard Ridf Xx Integrated Development Of Kole Lands Phase Ii ( Savings Project ) Additional Flood Control Structures In Thrissur And Ponnani Kole Area Construction Of Single Slucie Type B At Mud Area ( 1No . ) And Removal Of Existing Idiyanchira Co. Submission Date for this Tender is 28-01-2021. Land Development Tenders in Idiyanchira, in Thrissur District Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

26586858
Corrigendum : Nabard Ridf Xx Integrated Development Of Kole Lands Phase Ii ( Savings Project ) Additional Flood Control Structures In Thrissur And Ponnani Kole Area Construction Of Single Slucie Type B At Mud Area ( 1No . ) And Removal Of Existing Idiyanchira Co
Open Tender
Indian
Kerala
Idiyanchira, in Thrissur District
28-01-2021

Tender Details

Nabard Ridf Xx Integrated Development Of Kole Lands Phase Ii ( Savings Project ) Additional Flood Control Structures In Thrissur And Ponnani Kole Area Construction Of Single Slucie Type B At Mud Area ( 1No . ) And Removal Of Existing Idiyanchira Construction Of Single Slucie Type-B ( 1No . ) And Removal Of Cross Bund And Formation

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-Jan-2021 Date Corrigendum Date 28-01-2021

Key Value

Document Fees
INR 2800 /-
EMD
INR 24825.0 /-
Tender Value
Refer document

BOQ Items

Work Name : NABARD RIDF – XX – Integrated Development of Kole Lands Phase II (Savings Project) – Additional Flood Control Structures in Thrissur and Ponnani Kole Area – Construction of Single Slucie Type B at Mud Area – (1No.) and Removal of existing Idiyanchira Cross Bund & Formation of Bund, in Thrissur District.(Retender)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 1. Appendix A - Construction of Sluice - Type B BI01010001010000000000000515BI0100001113
2 1.01 60.1.1 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. BI01010001010000000000000515BI0100001114 30 metre
3 1.02 60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete BI01010001010000000000000515BI0100001115 120 hour
4 1.03 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 BI01010001010000000000000515BI0100001116 112.105 cum
5 1.04 2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil BI01010001010000000000000515BI0100001117 54.864 cum
6 1.05 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns BI01010001010000000000000515BI0100001118 85.44 sqm
7 1.06 60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. BI01010001010000000000000515BI0100001119 203 metre
8 1.07 60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end BI01010001010000000000000515BI0100001120 203 metre
9 1.08 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) BI01010001010000000000000515BI0100001121 7.2 cum
10 1.09 51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade BI01010001010000000000000515BI0100001122 20.016 cum
11 1.1 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) BI01010001010000000000000515BI0100001123 20.016 cum
12 1.11 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) BI01010001010000000000000515BI0100001124 61.178 cum
13 1.12 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 BI01010001010000000000000515BI0100001125 4.063 cum
14 1.13 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 BI01010001010000000000000515BI0100001126 4770.02 kilogram
15 1.14 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. BI01010001010000000000000515BI0100001127 130.153 sqm
16 1.15 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform BI01010001010000000000000515BI0100001128 14.25 sqm
17 1.16 60.8 : Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete BI01010001010000000000000515BI0100001129 32.001 10 cud m
18 1.17 13.59 : Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively. BI01010001010000000000000515BI0100001130 16.2 sqm
19 1.18 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. BI01010001010000000000000515BI0100001131 29.926 cum
20 1.19 od218170/2020_2021 : Supplying and filling at site with contractor&apos;s own earth suitable for filling brought from outside, levelling at top at site and banking in layers not exceeding 20 cm in depth,breaking clods, watering, ramming and dressing up in embarkments for bunds, roads, flood banks, marginal banks and guide banks or filling up ground depressions and as per the direction of officers at site, etc. complete. BI01010001010000000000000515BI0100001132 70 cum
21 2 2. Appendix B - Removal of Cross Bund &amp; Formation BI01010001010000000000000515BI0100001133
22 2.01 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 BI01010001010000000000000515BI0100001134 792 cum
23 2.02 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. BI01010001010000000000000515BI0100001135 52.5 cum
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