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Nabard Ridf-Xx- Integrated Development Of Kole Land Phase Ii- ( Savings Project ) Additional Flood Control Structures In Thrissur And Ponnani Kole Area- Construction Of Single Sluice Type A ( 1 No . ) In Peruvallur Kole Padavu Near Penakam Motor Sh, Right Chemmenchal in Thrissur District-Kerala

The Kerala Land Development Corporation Ltd has published Nabard Ridf-Xx- Integrated Development Of Kole Land Phase Ii- ( Savings Project ) Additional Flood Control Structures In Thrissur And Ponnani Kole Area- Construction Of Single Sluice Type A ( 1 No . ) In Peruvallur Kole Padavu Near Penakam Motor Sh. Submission Date for this Tender is 10-02-2021. Flood Protection Tenders in Right Chemmenchal in Thrissur District Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

26678074
Corrigendum : Nabard Ridf-Xx- Integrated Development Of Kole Land Phase Ii- ( Savings Project ) Additional Flood Control Structures In Thrissur And Ponnani Kole Area- Construction Of Single Sluice Type A ( 1 No . ) In Peruvallur Kole Padavu Near Penakam Motor Sh
Open Tender
Indian
Kerala
Right Chemmenchal in Thrissur District
10-02-2021

Tender Details

Nabard Ridf-Xx- Integrated Development Of Kole Land Phase Ii- ( Savings Project ) Additional Flood Control Structures In Thrissur And Ponnani Kole Area- Construction Of Single Sluice Type A ( 1 No . ) In Peruvallur Kole Padavu Near Penakam Motor Shed At Construction Of Single Sluice Type A ( 1 No . )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 01-Feb-2021 Date Corrigendum Date 10-02-2021

Key Value

Document Fees
INR 2800 /-
EMD
INR 20824.0 /-
Tender Value
INR 13.53 Lakhs /-

BOQ Items

Work Name :NABARD RIDF-XX- Integrated Development of Kole Land Phase II- (Savings Project) Additional Flood Control Structures in Thrissur and Ponnani Kole Area- Construction of Single Sluice Type A (1 no.) in Peruvallur Kole Padavu near Penakam Motor Shed at Right bund of Right Chemmenchal in Thrissur District
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Construction of Sluice type A 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 160 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 206.423 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 285.27 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 147.97 sqm
7 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 13.14 cum
8 1.07 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 BI01010001010000000000000515BI0100001120 30.523 cum
9 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 30.523 cum
10 1.09 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. BI01010001010000000000000515BI0100001122 130.545 sqm
11 1.1 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) BI01010001010000000000000515BI0100001123 54.603 cum
12 1.11 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform BI01010001010000000000000515BI0100001124 9.35 sqm
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 2.275 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 4072.32 kilogram
15 1.14 60.8 : Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete BI01010001010000000000000515BI0100001127 66.5 10 cud m
16 1.15 60.4 : Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size. BI01010001010000000000000515BI0100001128 2 each
17 1.16 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. BI01010001010000000000000515BI0100001129 34.32 sqm
18 1.17 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. BI01010001010000000000000515BI0100001130 34.913 cum
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