}

Kiifb 2016 17 Wss To Kalluvathukkal , Parippally And Velinalloor Part Phase Ii Package V Reforming The Semi Permanent Check Dam To A Permanent Check Dam To Increase The Storage Capacity Across Ithikkara River Ds Of Aduthala Bridge In Kalluvathukkal P, Kollam-Kerala

Kerala Water Authority-KWA has published Kiifb 2016 17 Wss To Kalluvathukkal , Parippally And Velinalloor Part Phase Ii Package V Reforming The Semi Permanent Check Dam To A Permanent Check Dam To Increase The Storage Capacity Across Ithikkara River Ds Of Aduthala Bridge In Kalluvathukkal P. Submission Date for this Tender is 28-10-2020. Check Dam Tenders in Kollam Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

25535719
Corrigendum : Kiifb 2016 17 Wss To Kalluvathukkal , Parippally And Velinalloor Part Phase Ii Package V Reforming The Semi Permanent Check Dam To A Permanent Check Dam To Increase The Storage Capacity Across Ithikkara River Ds Of Aduthala Bridge In Kalluvathukkal P
Open Tender
Indian
Kerala
Kollam
28-10-2020

Tender Details

Kiifb 2016 17 Wss To Kalluvathukkal , Parippally And Velinalloor Part Phase Ii Package V Reforming The Semi Permanent Check Dam To A Permanent Check Dam To Increase The Storage Capacity Across Ithikkara River Ds Of Aduthala Bridge In Kalluvathukkal P

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 30-Sep-2020 DUE DATE EXTENSION1 Date 13-10-2020
2 15-Oct-2020 DUE DATE EXTENSION2 Date 28-10-2020

Key Value

Document Fees
INR 2500 /-
EMD
INR 50000.0 /-
Tender Value
INR 40.15 Lakhs /-

BOQ Items

Name of Work: KIIFB : 2016-17 : WSS to Kalluvathukkal,Parippally and Velinaloor-Part-Phase II - Package V- Reforming the semi permenent check dam to a permanent check dam to increase the storage capacity across Ithikkara river D/S of Aduthula Bridge in Kalluvathukkal Pt.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 SIDE PROTECTION BI01010001010000000000000515BI0100001112
2 1.01 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. 480 sqm
3 1.02 RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. 260 m
4 1.03 Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete 1920 hour
5 1.04 BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible 90 day
6 1.05 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.\n15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 0.4 cum
7 1.06 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns 623.576 sqm
8 1.07 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level\n5.22.1 Mild steel and Medium Tensile steel bars 9851 kg
9 1.08 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) 265.24 cum
10 1.09 Supplying and fixing structural steel channel ISMC 75X40mm for holding shutter planks including cutting ,hoisting fixing in position with material and labour 6.4 m
11 1.1 Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete 6.6 10 cud m
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