Tender For Provision Of Water Filtration Plant In Dogra Scouts At Hymg Sumdo, Lahul And Spiti-Himachal Pradesh

Tender For Provision Of Water Filtration Plant In Dogra Scouts At Hymg Sumdo; 1 1. Supply, Installation, Commissioning And Testing Complete Multigrade Dual Water Filteration Plant Of Capacity 35M³ / Hr To Remove Silt, Sand, Iron And Organics Etc. Biological Growth Like Algae And Bacteria With Numureous Dissolved And Undissolved Solid Alongwith Living Matters And Other Impurities And Other Suspended Matters Comprising Of Following Specifications Meeting The Undermentioned Technical Specification Creteria :- Make - Softech / Enviro Water Solutions / 3D Aqua Water Treatment / Bionics Consortium Pvt Ltd, Geo Sun ( A ) Supply And Fix Multigrade Dual Media Filter Of Capacity 35M³ / Hr To Remove Total Suspended Turbidity Solids, Dirt , Iron And Reduce Silt Density Index Complete With Following Specifications :- ( A ) Material Of Construction : Frp / Pvc ( B ) Diameter : 1050 Mm ( C ) Height : 1828 Mm ( D ) Mpv Size : 2.5 Inch ( E ) Maximum Flow Cum / Hr : 12 ( F ) Back Wash Frequency : Once In 12 Hrs Or 0.6 Kg / Cm² Pressure Difference Across Vessel ( G ) Testing / Operating Pressure : 3.5 Kg / Cm² ( H ) Opening : Top To Bottom 2 ( J ) Media Size 1. 2 - 6 Mm Crushed Gravel = 225 Kgs2. 16 / 32 Filtering Sand = 300 Kgs3. Anthracite = 200 Kgs4.Media Life - Every Year Need To Overhaul The Plant ( K ) Valves ( A ) Material Of Construction : Noryl ( B ) Type : Multiport Single Lever Valve ( C ) Maximum Flow Rate 35 M³ / Hr ( D ) Working Pressure : 2-4 Bar ( E ) Working : Down Flowpipe Line And Accessories :-Pipe Of Pvc / Upvc 6 Kg Tested Pressure 3 ( B ) Supply And Fix Activated Carbon Filtration System To Remove Contaminants And Impurities , Using Chemicals Adsorption For Removing Colour, Smell And Chemicals From The Water And Improve The Quality Of Water:- ( A ) Material Of Construction : Frp / Pvc ( B ) Diameter : 1050 Mm ( C ) Height : 1828 Mm ( D ) Mpv Size :2.5 Inch ( E ) Back Wash Frequecy : Once In 12 Hours Or 0.4 Kg / Cm² Pressure Difference Across Vessels ( F ) Testing / Operating Pressure : 3.5 Kg / Cm² ( G ) Remove Frc, Odour, Colour ( H ) Opening : Top To Bottom ( J ) Media Size 1. 2 - 6 Mm Crushed Gravel = 275 Kgs2. Activated Carbon Iodine Value : 450-275 Kgs3. Media Life - 2 To 3 Years 4 ( K ) Valves ( A ) Material Of Construction : Noryl ( B ) Type : Multiport Single Lever Valve ( C ) Maximum Flow Rate 35 M³ / Hr ( E ) Working Pressure : 2-4 Bar ( E ) Working : Down Flowmedia :- Activated Carbonbed Depth : 900 Mmpipe Line And Accessories :-Pipe Of Pvc / Upvc Of Required Kg As Per Pressure Requirementnote :-1. Treated Water Quality : Filtered Water Output : 12 M³ / Hr; Tss, Odour, Turbidity : Remove Turbidity Less Than 2 And Tss Less Than 5, Iron : 0.3 Ppm2. Dewatering Pump 7.5 Hp - 02 Nos ( One Working And One Standby ) 3. Plumbing And Complete Pipe Fittings4. Control Panelrates Quoted Are Deem To Be Inclusive Of Any Left Over Fixtures / Fittings For Smooth Functioning Of Filteration Plant. Nothing Extra Shall Be Paid. 5 Surface Excavation N Exc. 30 Cm Deep And Averaging 15 Cm Deep Andgetting Out Inhard Dense Soilcomplete All As Specified And Directed By Engr-In-Charge. 6 M&L For Hard Core Of Gauge N Exc 63Mm Thick Of Broken Boulder Spread Levelled Watering And Rammed To True Surface Complete All As Specified And Directed By Engr-In-Charge. 7 M&L For 100 Mm Pcc 1:4:8Type D-2 Using 40Mm Graded Stone Aggregate As Insub Base Concrete. Complete All As Specified And Directed By Engr-In-Charge. 8 M&L For 50 Mm Pcc 1:2:4Type B-1 Using 20Mm Graded Stone Aggregate As Inflooring Laid In Alternate Bays Finished Even And Smooth Without Using Extra Cement Complete All As Specified And Directed By Engr-In-Charge. 9 Removing Excavated Surplus Soil ( Soft / Hard Soil ) To A Distance Not Exceeding 50 Mtr And Depositing Where Directed At A A Level Not Exceeding 1.5 Mtrs Above The Starting Point All As Specified.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	22-Apr-2024	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	29-04-2024

INR 500 /-

INR 94000.0 /-

INR 47 Lakhs /-