Water Supply And Sanitation Department Tender
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Costs
EMD
₹ 1,26,574Document Cost
₹ 1,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WSS_129960_1Tender No
6400/ 9 no community based Reverse Osmosis ROTender Authority
Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://https://dwss.punjab.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Power required: 2.20 KW without power of Borewell
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-
-
Recovery : 60%
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-
-
S/I/T/C of HDPE tank of capacity 1000 Liter (1 No.) for Raw water Storage and 500 liter (1 No) for Treated water storage tanks @ Rs 10/Liter
2
15000
30000
Construction of plinth (3.00 x 4.00)m with 450 mm above NGL in Brick Masonry and RCC Slab at Top for keeping RO Plant, Raw Water tank and Product water Storage Tank. Cost is without any plinth protection, pathway/approach for plant, boundary wall and gate
2
74000
148000
Construction of Enclosure for RO plant consisting of MS angle and Zali. The roof will be of PPGI sheets of 0.5 mm thickness. Height will be 2.7 m
2
90000
180000
1000 ltr. Capacpity
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-
-
S/I/T/C of RO plant of 1000 LPH capacity including Raw water feed pump, Fully Automatic Ultra Filtration Unit, Anti Scalant Dosing System, Micron, Cartridge filter (for Suspended solid particles 5micron) High Pressure pump, RO membrane UV System, Pressure guages, Pressure Switches, Conductivity meter, Rotameter, Level Switch, Digital TDS meter, Electric panel, Consumables, Timer for auto flush, etc. Technical specification and Brands will be as per the specification
4
400000
1600000
Power required: 3 KW without power of Borewell
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-
-
Recovery : 60%
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-
-
S/I/T/C of HDPE tank of capacity 2000 Liter (1 No.) for Raw water Storage and 500 liter (1 No) for Treated water storage tanks @ Rs 10/Liter
4
30000
120000
Construction of plinth (3.00 x 5.00)m with 450 mm above NGL in Brick Masonry and RCC Slab at Top for keeping RO Plant, Raw Water tank and Product water Storage Tank. Cost is without any plinth protection, pathway/approach for plant, boundary wall and gate
4
105000
420000
Construction of Enclosure for RO plant consisting of MS angle and Zali. The roof will be of PPGI sheets of 0.5 mm thickness. Height will be 2.7 m
4
110000
440000
1500 ltr. Capacpity
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-
-
S/I/T/C of RO plant of 1500 LPH capacity including Raw water feed pump, Fully Automatic Ultra Filtration Unit, Anti Scalant Dosing System, Micron, Cartridge filter (for Suspended solid particles 5micron) High Pressure pump, RO membrane UV System, Pressure guages, Pressure Switches, Conductivity meter, Rotameter, Level Switch, Digital TDS meter, Electric panel, Consumables, Timer for auto flush, etc. Technical specification and Brands will be as per the specification
2
465000
930000
Power required: 4 KW without power of Borewell
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-
-
Recovery : 60%
-
-
-
S/I/T/C of HDPE tank of capacity 3000 Liter (1 No.) for Raw water Storage and 500 liter (1 No) for Treated water storage tanks @ Rs 10/Liter
2
40000
80000
Construction of plinth (4.00 x 5.00)m with 450 mm above NGL in Brick Masonry and RCC Slab at Top for keeping RO Plant, Raw Water tank and Product water Storage Tank. Cost is without any plinth protection, pathway/approach for plant, boundary wall and gate
2
140000
280000
Construction of Enclosure for RO plant consisting of MS angle and Zali. The roof will be of PPGI sheets of 0.5 mm thickness. Height will be 2.7 m
2
140000
280000
2000 ltr. Capacpity
-
-
-
S/I/T/C of RO plant of 2000LPH capacity including Raw water feed pump, Fully Automatic Ultra Filtration Unit, Anti Scalant Dosing System, Micron, Cartridge filter (for Suspended solid particles 5micron) High Pressure pump, RO membrane UV System, Pressure guages, Pressure Switches, Conductivity meter, Rotameter, Level Switch, Digital TDS meter, Electric panel, Consumables, Timer for auto flush, etc. Technical specification and Brands will be as per the specification
1
530000
530000
Power required: 5.50/6.50 KW without power of Borewell
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-
-
Recovery : 60%
-
-
-
S/I/T/C of HDPE tank of capacity 4000 Liter (1 No.) for Raw water Storage and 2000 liter (1 No) for Treated water storage tanks @ Rs 10/Liter
1
60000
60000
Construction of plinth (4.00 x 6.00)m with 450 mm above NGL in Brick Masonry and RCC Slab at Top for keeping RO Plant, Raw Water tank and Product water Storage Tank. Cost is without any plinth protection, pathway/approach for plant, boundary wall and gate
1
170000
170000
Construction of Enclosure for RO plant consisting of MS angle and Zali. The roof will be of PPGI sheets of 0.5 mm thickness. Height will be 2.7 m
1
180000
180000
For Water connection (As per data given by field division) Village wise detail below:-
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Khanpur (Fatehgarh Sahib)
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-
-
Providing, laying, Jointing and Fixing of PVC pipes 6kg/cm2 ISI Marked as per ISI-4985 ( ISI Marked with prior approvel of Engineer-in-charge) casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including specials and excavation (Manual Excavation) 63 mm o/d .
32
259
8288
Making connection with existing pipe line.
1
1920
1920
Panjola (Fatehgarh Sahib)
-
-
-
Providing, laying, Jointing and Fixing of PVC pipes 6kg/cm2 ISI Marked as per ISI-4985 ( ISI Marked with prior approvel of Engineer-in-charge) casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including specials and excavation (Manual Excavation) 63 mm o/d .
31
259
8029
Making connection with existing pipe line.
1
1920
1920
Khanora (Nabha)
-
-
-
Providing, laying, Jointing and Fixing of PVC pipes 6kg/cm2 ISI Marked as per ISI-4985 ( ISI Marked with prior approvel of Engineer-in-charge) casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including specials and excavation (Manual Excavation) 63 mm o/d .
30
259
7770
Making connection with existing pipe line.
1
1920
1920
Hardaspur (Sanour)
-
-
-
Providing, laying, Jointing and Fixing of PVC pipes 6kg/cm2 ISI Marked as per ISI-4985 ( ISI Marked with prior approvel of Engineer-in-charge) casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including specials and excavation (Manual Excavation) 63 mm o/d .
28
259
7252
Making connection with existing pipe line.
1
1920
1920
1. Galoli (Patran) 2. Dera Virka da (Patran)
-
-
-
Providing, laying, Jointing and Fixing of PVC pipes 6kg/cm2 ISI Marked as per ISI-4985 ( ISI Marked with prior approvel of Engineer-in-charge) casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including specials and excavation (Manual Excavation) 63 mm o/d .
30
259
7770
Making connection with existing pipe line.
1
1920
1920
Devi Nagar (Sanour)
-
-
-
Providing, laying, Jointing and Fixing of PVC pipes 6kg/cm2 ISI Marked as per ISI-4985 ( ISI Marked with prior approvel of Engineer-in-charge) casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including specials and excavation (Manual Excavation) 63 mm o/d .
30
259
7770
Making connection with existing pipe line.
1
1920
1920
Sarihn (Ludhiana-1)
-
-
-
Providing, laying, Jointing and Fixing of PVC pipes 6kg/cm2 ISI Marked as per ISI-4985 ( ISI Marked with prior approvel of Engineer-in-charge) casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including specials and excavation (Manual Excavation) 63 mm o/d .
10
259
2590
Making connection with existing pipe line.
1
1920
1920
Dismantling of metallic road with bituminous course 50 to 75 mm thich C.C. 1:8:16 and making good the same to its original condition complete in all respect as per analysis A-25.
14
515
7210
Kot Mana (Sidhwan Bet)
-
-
-
Providing, laying, Jointing and Fixing of PVC pipes 6kg/cm2 ISI Marked as per ISI-4985 ( ISI Marked with prior approvel of Engineer-in-charge) casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including specials and excavation (Manual Excavation) 63 mm o/d .
10
259
2590
Making connection with existing pipe line.
1
1920
1920
Birowal (SBS Nagar)
-
-
-
Providing, laying, Jointing and Fixing of PVC pipes 6kg/cm2 ISI Marked as per ISI-4985 ( ISI Marked with prior approvel of Engineer-in-charge) casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including specials and excavation (Manual Excavation) 63 mm o/d .
10
413
4130
Making connection with existing pipe line.
1
1920
1920
Providing and fixing of haudies for disposal of Reject water including Adsorbant material as per CPCB/NGT guidelines
9
10000
90000
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