Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Eprocure
Opening Date20 Sep 2022
Closing Date6 Oct 2022
Tender AmountRefer Documents
Costs
EMD
₹ 78,200Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UKJS_49568_14Bid Award Id
ViewTender No
2344/JJM/Nivida/34 dated 05.09.2022Tender 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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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
1.92
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:4(1 cement : 4 coarse sand upto plinth level
12
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Supply and filling of Graded pebbeles media Stone Aggregate (Single size) : 25 mm to 50 mm nominal size
25.2
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Supply and filling of boulder pitching
13.5
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Supply and laying 150 mm diaperforted G.I. (M) pipes having 100 mm dia holes 25 mm apart of MS strainer at a gradient of 1 in 50.
12
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Same as above item but 50 mm da pipe un -perforted for gadhera bye pass. 50 mm dia
15
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Supply and fixing 50 mm diaG.I.gate valve with plug and socket over bye pass pipe.
6
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Provision for Stream diversion.
6
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Supply of M.S Intake Chamber as per departmental drawing and design for water purpose shall be as below:- M.S. Intake Chamber cum roughening filter cubical type size 40.5cm.x40.5cm.x50cm. fabricated. 12 gauge ( 2.5 mm. thick) M.S. Sheet, having 4 nos. 9" long legs of angle iron size 40 x 40 x 5mm with one number stainless steel grade SS-304 V-Wire Flat Screen having slot size 0.5mm. fixed in the horizontal direction into a cubical box. Screen size shall be 40 x 40 cm. and a slot opening 0.5 mm. and 18% open area shall be flat screen. Welding of G.I Sockets 40 mm. dia at the front side of the cubical box for washout, outlet, overflow connections, and an M.S. Channel of 12 gauge also for the incoming of water at the backside of the cubical box, 2 Nos. handles of 10mm dia. M.S. plain bar including hooks, hinges and locking arrangements, painting with two coats of anti corrosive red oxide paint, etc. complete. All electrically welded joints should be water-tight.
4
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Protection Works
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
8.8
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Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required or proper completion of the work. as per drawings and technical specifications
0.72
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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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
0.72
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Supply Main Work
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Providing of all materials, Carting from site store to site of work,Laying& jointing of GI (M) screwed pipes (including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.
50 mm dia
904
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32 mm dia
382
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25 mm dia
1591
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20 mm dia
968
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Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete As per site condition it is assuming that 90% pipe line is laid in trenches, it is estimated that 60 % excavation will be in soil mixed with shingle, bajari and boulders and rest 40% will be in medium rock
Soil mixed @60%
747.47
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Medium Rock @40%
498.31
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Cartage of following sizes of Brass/G.M. Valve valves, lowering them into trenches and fixing the same on water supply line including the cost of valves, specials lobour T&P complete in all respect but excluding the cost of excavation and chamber.
50 mm dia
2
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32 mm dia
1
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25 mm dia
1
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20 mm dia
1
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
2
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Protection Work (as detailed below)
-
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RR stone masonary in 1:6 cement sand mortar in foundation and plinth including supply of all materials,labour,T&Petc,required for the proper completion of the work.
Walls & Pillars
20.19
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Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required or proper completion of the work. as per drawings and technical specifications
1.89
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Providing and laying in position cement concrete of spacified grade excluding the cost of centring and shuttering - all work upto plinth leval in 1:2:4 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
0.89
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STORAGE RESERVOIR
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Supply of all materials, labour, T&P etc and construction of R.C.C. C.W.R. of following capacities ( in kiloliters ) with MS ladder outside and inside of the tank , M.S. M.H. cover with locking arrangement, ,supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex)/enamal paint, testing,filling water for testing purpose etc. including supply of vertical pipes , specials, and testing of tank, assuming bearing capacity as 8MT/M2 20 KL
1
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10 KL
1
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3 KL
1
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Supply and installation of bucket type chlorinator of 25 liters capacity compete.
3
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
24.3
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Same as above item no 3(a)but laid in dry
6.88
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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 :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone
aggregate 20 mm nominal size)
2.02
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Providing and Fixing Displaying Board
1
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Distribution System Fatehpur
-
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Providing of all materials, Carting from site store to site of work,Laying& jointing of GI (M) screwed pipes (including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.
G I PIPE (M)
DISTRIBUTION MAINS
20 mm dia
1000
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25 mm dia
300
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Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajari and boulders and rest 25% will be in medium rock
Soil mixed
315.9
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Medium Rock
105.3
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Cartage of following sizes of valves,lowering them into trenches and fixing the same on water supply line including the cost of valves, specials lobour T&P complete in all respect but excluding the cost of excavation and chember
Providing and Fixing Brass G.M. Valve /Wheel Valve in Position including all material, labourer , T&P etc complete.
20 mm dia
2
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25 mm dia
2
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Constructing masonry Chamber inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 60x60x75 cm
1
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Protection Work (as detailed below)
-
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RR stone masonary in 1:6 cement sand mortar in foundation and plinth including supply of all materials,labour,T&Petc,required for the proper completion of the work.
12.06
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Random Rubble Masonary laid dry in including supply of all materials, labour, t&p&royalityetc, required for proper complition of work.
6.09
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Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required or proper completion of the work. as per drawings and technical specifications
0.95
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Providing and laying in position cement concrete of spacified grade excluding the cost of centring and shuttering - all work upto plinth leval in 1:2:4 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
0.75
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Cartage of Pippe
141.66
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Boundary Fencing Gate & Gate Pillar
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge Made of G.I. wire of dia 4 mm
53.28
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Supply and fixing of MS angle for above work .
5.6
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RR stone masonary in 1:6 cement sand mortar in foundation and plinth including supply of all materials,labour T&P etc. required for proper completion of the work. For Gate pillars
7.92
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Provide and lay P.C.C. 1:2:4 with cement,Course sand and 20mm.gauge stone ballast including supply of all materials,labour,T&P required for fixing of angle iron complete.
8.87
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20mm thick plaster with cement and fine sand in 1:4 including racking of joints upto1.27cm.depth,supply of all materials labour T&P required for proper completion of the work.
7.2
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Provide all materials labour T&P etc. complete and fixing of MS Gate as per departmental type design.
0.5
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