Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Eprocure
Opening Date15 Jun 2024
Closing DateCancelled
Tender AmountRefer Documents
Costs
EMD
₹ 1,30,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_UKJS_72400_1Tender No
912/Lekha/E-Nivida/2024-25 dated 12.06.2024Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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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 getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil.
727.72
-
-
... More
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads,flood banks, marginal banks, and guide banks etc., lead upto 50 m and
lift upto 1.5 m : All kinds of soil
816.19
-
-
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
118.93
-
-
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0292 Stone Aggregate (Single size) : 50 mm nominal size
33.12
-
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)
19.96
-
-
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement -All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
150.53
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete
30.07
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for :
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
489.12
-
-
... More
Centring and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
183.86
-
-
... More
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
13704.68
-
-
... More
Cement Plaster (Corse Sand) 12 mm Cement Plaster
1:4 (1 cement: 4 coarse sand)
1388.73
-
-
... More
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
816.08
-
-
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Semi rigid PVC Movable Suction pipe (200mm dia)
10
-
-
... More
U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110 mm dia
41.5
-
-
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uPVC single equal Tee (with door) 110x110x110 mm
3
-
-
... More
UPVC plain shoe 110 mm bend
4
-
-
... More
U-PVC pipes (working pressure 4 kg / cm²) Rubber (Seal) Ring 110 mm dia
29
-
-
... More
Valve 110 mm dia
6
-
-
... More
Rectangular shape 500x500 mm precast R.C.C. manhole cover with frame - M.D. - 10
6
-
-
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U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia (vent pipes)
10.8
-
-
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Slotted cowl (terminal guard) 75 mm dia
6
-
-
... More
Electrical fittings
1
-
-
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Submersible Pumps (5 HP)
3
-
-
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COST OF SLUDGE DRYING BED FOR SEPTAGE CO-TREATMENT AT 68 MLD STPKARGI DEHRADUN
-
-
-
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2.28 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift up to 1.5 m. All kinds of soil
700
-
-
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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 getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil.
67.49
-
-
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
128
-
-
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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 (zone-III): 6 graded stone aggregate 40 mm nominal size)
23.27
-
-
... More
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 (zone-III): 3 graded stone aggregate 20 mm nominal size)
98.68
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete
40.02
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for :
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
205.77
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access
platform
36.12
-
-
... More
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
7122.51
-
-
... More
Cement Plaster (Corse Sand) 12 mm Cement plaster 1:4 (1 cement: 4 coarse sand)
219.49
-
-
... More
U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110 mm dia
23.3
-
-
... More
UPVC plain shoe 110 mm bend
2
-
-
... More
uPVC single equal Tee (with door) 110x110x110 mm
3
-
-
... More
U-PVC pipes (working pressure 4 kg / cm²) Rubber (Seal) Ring 110 mm dia
13
-
-
... More
PVC slotted pipe 200 mm dia as per IS: 12818
40.8
-
-
... More
Stone Aggregate (Single size): 40 mm nominal size
37.39
-
-
... More
Stone Aggregate (Single size) : 25 mm nominal size
13.33
-
-
... More
Stone Aggregate (Single size) : 20 mm nominal size
13.33
-
-
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Stone Aggregate (Single size) : 12.5 mm nominal size
13.33
-
-
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Stone Aggregate (Single size) : 10 mm nominal size
10
-
-
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Stone Aggregate (Single size) : 06 mm nominal size
10
-
-
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Coarse sand (zone III)
30
-
-
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Folding Roof for Sludge Drying Beds (21.75M X 11.3M)
1
-
-
... More
COST OF SLUDGE SUMP TANK FOR SEPTAGE CO-TREATMENT AT 68 MLD STPKARGI DEHRADUN
-
-
-
... More
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 getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil.
108.68
-
-
... More
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads,flood banks, marginal banks, and guide banks etc., lead upto 50 m andliftupto 1.5 m : All kinds of soil
108.68
-
-
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
25.5
-
-
... More
0292 Stone Aggregate (Single size) : 50 mm nominal size
7.69
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)
7.06
-
-
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement -All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
24.25
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
13.01
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for :
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
109.65
-
-
... More
Centring and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access
platform
45.61
-
-
... More
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
2313.51
-
-
... More
Cement Plaster (Corse Sand) 12 mm Cement Plaster
1:4 (1 cement: 4 coarse sand)
180.24
-
-
... More
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
88.8
-
-
... More
Semi rigid PVC Movable Suction pipe (200mm dia)
5
-
-
... More
U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110 mm dia
38
-
-
... More
UPVC plain shoe 110 mm bend
3
-
-
... More
U-PVC pipes (working pressure 4 kg / cm²) Rubber (Seal) Ring 110 mm dia
6
-
-
... More
Rectangular shape 500x500 mm precast R.C.C. manhole cover with frame - M.D. - 10
2
-
-
... More
U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia (vent pipes)
3.6
-
-
... More
Slotted cowl (terminal guard) 75 mm dia
2
-
-
... More
Extra filtter hiring for UPCV fitting for 3 days
3
-
-
... More
Extra filtter hiring for UPCV fitting for 3 days. Assistant Fitter or 2nd class Fitter
3
-
-
... More
Electrical fittings
1
-
-
... More
Submersible Pumps (5 HP)
2
-
-
... More
COST OF SCREENING CHAMBER TANK FOR SEPTAGE CO-TREATMENT AT 68 MLD STPKARGI DEHRADUN
-
-
-
... More
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design
mix)
2.08
-
-
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
1.25
-
-
... More
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads,flood banks, marginal banks, and guide banks etc., lead upto 50 m and
lift upto 1.5 m : All kinds of soil
2.08
-
-
... More
0292 Stone Aggregate (Single size) : 50 mm nominal size
1.04
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level
1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)
0.64
-
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
1.43
-
-
... More
Cement plaster (Corse sand) 12 mm cement plaster 1:4 (1 cement: 4 coarse sand)
12.28
-
-
... More
U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110 mm dia
3.28
-
-
... More
UPVC plain shoe 110 mm bend
2
-
-
... More
U-PVC pipes (working pressure 4 kg / cm²) Rubber (Seal) Ring 110 mm dia
12
-
-
... More
Tanker pipe to screen chamber pipe connector (U-PVC)
2
-
-
... More
Valve - 110 mm dia
4
-
-
... More
Corse Screens (SS - 316 10 mm bars with 30 mm spacing) with frame
2
-
-
... More
Fine Screens (SS - Wire mesh with 6mm gap) with frame
2
-
-
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