Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Eprocure
Opening Date7 Oct 2021
Closing Date25 Oct 2021
Tender Amount₹ 1,07,75,548
Costs
EMD
Refer DocumentsDocument Cost
₹ 4,720Tender Fee
Refer Documents
Summary
Construction Of Bhitarli Water Supply Scheme
Description
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Contact
Tender Id
2021_UKJS_37190_1Bid Award Id
ViewTender No
2718-tender/2020-21 dated 04-10-2021Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
For Small CWRs in Rural Areas
Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside & 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, pipepieces (including cost of materials) flooring 0.60 M wide apron,painting on tank body vertical pipes, ladder, M.S. M.H. coveretc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacityas 8MT/M2. The Cost of CWRs of corresponding capacities has been given in Rupees. (a) 15 KL
4
-
-
20 KL
1
-
-
2.0 Raw Water Gravity Main & ( GLSR / CWR)Outside Village Water Supply Works Provide all Materials, Labour, T & P etc and Construct Boundary Wall 2.00 m Height & Iron Grill Over it, All Round the CWR Campus to prevent the approach of unauthorised souls.
10
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-
Provide all Materials, Labour, T & P etc and construct 1.20 m Wide Entrance Gate with Gate Pillars for controlling approach to the area.
1
-
-
For pipe laying Gravity Scheme Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately (Considering 30%)
1.26
-
-
Construction of C.C Road including all labour & Materials , Machinary etc Complete. As per attach drawing
P.C.C 1:4:8 in base 1.00X0.60X0.10 In mtr
P.C.C 1:2:4 in Top 1.00X0.60X0.10 In mtr
42
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-
Excavation in Pipe Line Trenches
Excavation in ordinary soil (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation trenches or in to the plinth
1825.43
-
-
Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,waterring and ramming of Excavated earth in the trenches.
608.48
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-
Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50m but excluding the cost of earth work (Note :- This item shall be paid with the condition that the recovered pipe from dismantling is reusable.) 15mm GI
150
-
-
20 mm G.I.
350
-
-
25 mm G.I.
200
-
-
32 mm G.I.
280
-
-
40 mm G.I.
300
-
-
50 mm G.I.
180
-
-
65 mm G.I.
20
-
-
Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (includingsupply of all jointing materials like specials, white lead, hempand oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.15mm GI
150
-
-
20 mm G.I.
350
-
-
25 mm G.I.
3500
-
-
32 mm G.I.
3200
-
-
40 mm G.I.
2200
-
-
50 mm G.I.
450
-
-
65 mm G.I.
20
-
-
Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. Brass GM Valve(a) 20mm dia
1
-
-
25mm dia
1
-
-
32mm dia
1
-
-
40mm dia
1
-
-
50mm dia
1
-
-
65mm dia
1
-
-
Installation, testing and commissioning of G.M Valves as per engineering norms anywhere in uttarakhand. GM Valve(a) 20mm dia
1
-
-
25mm dia
1
-
-
32mm dia
1
-
-
40mm dia
1
-
-
50mm dia
1
-
-
65mm dia
1
-
-
Supplying of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand(a) 20 mm Diameter
2
-
-
25 mm Diameter
4
-
-
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 :
18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
6
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-
Supply of dry dial,Woltman type,Magnetically coupled class-B tamper proof Bulk Water Meters with removable mechanism ,megnetic drive,hermetically scaled ,pre-equipped for remote reading as per IS:2373-1981 and ISO:4064 standard with EEC/MID certification mark shall be with protection class of IP68 for wireless AMR water meter with guarantee/warranty of following sizes along with strainer. At source 50mm
5
-
-
OHT/GLSRFor sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat.
32
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-
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-incharge.The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm
22
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-
For horizontal surface one coat @1.10 kg per sqm.
9.08
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-
Water Proofing Treatment with fixing of 20mm dia, 230mm long @ 1m c/c for injecting/ grouting of cement paste mixed with sika latex SBR 100 water proofing copound with manualy/hydraulic pumping machine including making V groove (3"x6") and cleaning of joint by wire brush and water then three layer coating of water proofing compound sika make SBR100 mixed with cement (1:2), & 2 to 3 mm thick icluding three layer of 50mm each layer maintain 6 hour difference in each layer with cement mortar 1:3 with marbal dana & stone dust mixed with Molic powder + Rainttite+ Cemcrets+ mixed together as per sika manual) including water proofing paint of SBR 100 solution over treated surface including all materials, labour T&P etc. complete in all respect.
11.5
-
-
Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.Total Area As per Item No. 1 & 2
18.5
-
-
Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-
(i) Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.
(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.
(iii) Chlorination of RCC internal surface by liquid chlorine.
(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.
(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
65
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-
Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
104
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-
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls,
retaining walls, parapets, scuppers, etc. including supply of all material, labour,
T&P and royaltiies etc. complete as per drawing and technical specifications
Clauses 702, 704, 1202 & 1203 of MORD Specifiction
9
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-
Construction of CC Block for protection of Pipeline at landslide portion including all labour & Materials , Machinary etc complete. As Per attach drawing.
2
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-
Distribution Network & Related Components For laying of pipe Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
46.2
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-
Excavation in Pipe Line Trenches
Excavation in ordinary soil (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation trenches or in to the plinth (75% of Total Quantity)
2348.28
-
-
Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,waterring and ramming of Excavated earth in the trenches.(25% of Total Quantity)
773.69
-
-
Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50m but excluding the cost of earth work (Note :- This item shall be paid with the condition that the recovered pipe from dismantling is reusable.)(a) 15 mnm GI
400
-
-
20 mm G.I.
500
-
-
25 mm G.I.
350
-
-
32 mm G.I.
320
-
-
40 mm G.I.
400
-
-
Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.G.I. PIPE CONFORMING TO IS : 1239(PART-1) Medium Duty (Class 'B') (a) 15 mm dia GI
600
-
-
20 mm dia G.I Pipe
1750
-
-
25 mm dia G.I Pipe
2100
-
-
32 mm dia G.I Pipe
1150
-
-
40 mm dia G.I Pipe
1050
-
-
50 mm dia G.I Pipe
75
-
-
Supplying of Brass/G.M. Sluice Valves Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts, nuts, rubber insertions etc. anywhere in uttarakhand.Brass/G.M. Valve IS 778 Class-I 15 mm dia
2
-
-
20 mm dia
2
-
-
25 mm dia
2
-
-
32 mm dia
2
-
-
40 mm dia
2
-
-
50 mm dia
2
-
-
Installation, testing and commissioning of DI Valves as per engineering norms anywhere in uttarakhand.Brass/G.M. Valve IS 778 Class-I-15 mm dia
2
-
-
20 mm dia
2
-
-
25 mm dia
2
-
-
32 mm dia
2
-
-
40 mm dia
2
-
-
50 mm dia
2
-
-
Supplying of Brass/G.M. Sluice Valves (Scouring Purpose)Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts, nuts, rubber insertions etc. anywhere in uttarakhand.Brass/G.M. Valve IS 778 Class-I(Scouring purpose) 20 mm dia
2
-
-
25 mm dia
2
-
-
32 mm dia
2
-
-
Supplying of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand C.I. Air Valve (Screwed)- 15 mm Diameter
1
-
-
20 mm Diameter
1
-
-
25 mm Diameter
1
-
-
Installation, testing and commissioning of Air Valves as per engineering norms anywhere in uttarakhand.C.I. Air Valve (Screwed) 15 mm Diameter
1
-
-
20 mm Diameter
1
-
-
25 mm Diameter
1
-
-
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 :
18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5- 60 X 60 X 75 Cm Valve Chamber (as per attach drawings)
19
-
-
Interconnection of new pipe line to existing pipe line including necessary cutting, supply and Installation of required specials fittings all as per direction of Engineer-In- Charge.(a) 15 mm - 25 mm
10
-
-
32 mm - 40 mm
10
-
-
Supply of all labour, material required for restoring of existing house connection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 15 mm size water connections. (During Execution Period)
40
-
-
Providing and making house service connections from water supply distribution GI pipe line upto water meter chamber inside the property using GI pipe including supply and fixing of electrofussion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works
30
-
-
Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube osts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m.
20
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-
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