Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date17 Dec 2022
Closing Date23 Dec 2022
Tender AmountRefer Documents
Costs
EMD
₹ 5,60,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UKJS_52927_5Bid Award Id
ViewTender No
2158/Nivida/221 dated 6.12.2022Tender 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
In medium rock 25 % of total
77.73
-
-
Dewatering during excavation up to minimum water level pumping of 16 hrs per day including cost of diesel,labour etc complete.(3PumpsX4 MonthX8 hours)
1440
-
-
P.C.C. 1:4 :8
8.48
-
-
R.C.C. 1:1.5:3
Raft
8.48
-
-
Wall
117.36
-
-
beam
2.88
-
-
Slab
0.35
-
-
R.C.C. 1:1.5:3 slab of pump house
0.71
-
-
Ist Class Brick Work in Superstructure in 1:6
15.39
-
-
R.C.C. (Lintel) 1:1.5:3
0.66
-
-
12 mm thick P.C. plaster 1:6
130.08
-
-
Supply fixing of door, Window, Steel Ladder & Railling
115.24
-
-
Supply fixing of girder, chain pully for lifting of pumps from well
15
-
-
R.C.C. 1:2:4 slab in Balcony
6.57
-
-
Supply fixing of 15 m beam to rest on floor and wall of pump house 8 mm thick MS plate in level including supply of all materials labour T&P etc required for proper completion of work
25.6
-
-
150 mm dia. Cast steel Reflux / Swing Check Valve, Class 150
3
-
-
Supply & fixing of Nuts & Bolts to fix casing size of bolts 30mm dia & 30 cm long
5
-
-
Supply & fixing of 200 mm dia sluice valve
3
-
-
P.C.C. 1:2:4 for installation of water pumps.
25.43
-
-
M.S. work for R.C.C. work 1.25 % of
134.43
-
-
Snowcem painting two coat on in intake well & pump house
860.05
-
-
One coat white washing & two coat distemper in pump house
131.88
-
-
Diverson Of River
-
-
-
Excavation in soil mixed with singleboulders with lift up to 1.50 m &lead up to 3 m including filling and ramming of excavated earth & removal of surplus aerth up to a distance of 60 m to divert river.
in soil mixed with single boulder.
112.5
-
-
in medium rock.
28.13
-
-
Making coffer dam of sand bags including supply of / sand, labour T&P complete.
Requirment of sand filling for coffer dam
150
-
-
Providing and laying of Empty Cement Bags ( Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour, T&P etc required for proper completion of the work.
5000
-
-
Dismentling of coffer dam afer completion of work (5X5X 324)
125
-
-
Filter Plant
Treatment Plant
-
-
-
Supply of all materials, labours,T&P etc and all the equipment to construct 1 MLD capacity rapid gravity treatment plant consisting of two equal units of presedimentation tank, mixing unit,flocculation unit ,hopper bottom setteling tanks,rapid sand filter of two equal units 0.5 mld each with alum doser & Back wash arrangement
1
-
-
Detailed Survey Design, Planning & Drawing for 1 MLD treatment plant @ 2.75 % On Total Estimate Of treatment Plant
1
-
-
Inflation Charges 8 Year @ 3% Per Year
1
-
-
Cartage @ 1% For every 10 Km On total Cost for 125 KM(22.5%)
1
-
-
Provision For Boundary wall or such other work all round the stations for preventing approach of unauthorised souls At FILTER PLANT
60
-
-
As per unit Estimate
-
-
-
Provision of P.C.C. (1:4:8) with cement,sand 40 mm guage stone ballast in foundation including supply of all material labour T & P etc.
6
-
-
Protection works of the above items as per site requirement
45
-
-
Bridge 12 M
-
-
-
Excavation of earth in soil mixed with shingle and boulders including lift up to 1.5 m and lead upto 30m including back filling of excavated earth, watering, ramming of excavated earth into space between the building and plinth & removal and disposal of surplus earth upto 60m distance from the foundation trenches.
60
-
-
Providing concrete for plain/ reinforced concrete in open foundations complete as perb drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C grade M 10) (Nominal mix 1:3:6) (For Bridge & Culvert)
4.5
-
-
Providing concrete for plain/ reinforced concrete in open foundations complete as perb drawings and technical specifications Clause 802, 803, 1202 & 1203 ( R.C.C grade M 25) (For Bridge & Culvert)
93.38
-
-
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructruer complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS1786:2008 clause no. 1.6) (For Bridge & Culvert)
10.99
-
-
Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706
72
-
-
Gravity Main
-
-
-
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.
25mm dia
200
-
-
32 mm dia
220
-
-
40mm dia
215
-
-
Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.
80mm dia 4.8 mm Thick
1635
-
-
Excavation of earth for pipe line in following strata lift upto 1.5m. Lead upto 30m. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. Fromtrenches including supply of labour,T&P.etc complete.Assuming that 90%pipe line is laid in trenches ,it is estimated that 75% exavation will be in soil mixed with shingle,bajri&boulders and rest 25%will be in soft rock
Soil mixed with boulder and bajri
205.74
-
-
Cartage of following sizes of G.M. valves/Air valve 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
G.M. Gate Valve IS 778 Class - I
80mm dia
4
-
-
Construct gate valve chamber as per type design complete.
6
-
-
Construct air valve chamber as per type design complete.
4
-
-
Supply of all materials, labour, T & P etc. and Construction of R.C.C Anchor Block @ 50 m interval as per type design complete
35
-
-
Makig 2 M wide Briddle path for rising main including hill side cutting and coolie walling of all materials, labour, T & P etc.
500
-
-
CWR
-
-
-
Supply of all materials, labour, T&P etc and construction of R.C.C. Sump / CWR of following capacities (KL) with M.S. ladder outside & inside of the tank, M.S.M.H. cover with locking arrangement, supply and fixing of chlorinator, cowl,outlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2 .
40.00KL Top CWR
Earth Work
20.22
-
-
P.C.C 1:4:8
2.25
-
-
R.C.C 1:1.5:3
11.36
-
-
M.S Iron Work
13.38
-
-
Supply fixing & Removal Including Cartege Of M.S Suttering
For Slab
12.2
-
-
For Wall & Raft
90.02
-
-
P.C.C 1:2:4 Apron
1.18
-
-
Wash out & Overflow 65mm Dia
3
-
-
Inlet & Outlet 50mm Dia
16
-
-
Painting Outer Wall
44.71
-
-
Painting Of Slab Area
12.2
-
-
Painting In Steel Main Hole Cover(Both side)Black Japan Paint
0.72
-
-
M.S angle Ladder
80
-
-
Main Hole Cover
40.00KL Top CWR
1
-
-
Earth Work
20.22
-
-
P.C.C 1:4:8
2.25
-
-
R.C.C 1:1.5:3
11.36
-
-
M.S Iron Work
13.38
-
-
Supply fixing & Removal Including Cartege Of M.S Suttering
For Slab
12.2
-
-
For Wall & Raft
90.02
-
-
P.C.C 1:2:4 Apron
1.18
-
-
Wash out & Overflow 65mm Dia
3
-
-
Inlet & Outlet 50mm Dia
16
-
-
Painting Outer Wall
44.71
-
-
Painting Of Slab Area
12.2
-
-
Painting In Steel Main Hole Cover(Both side)Black Japan Paint
0.72
-
-
M.S angle Ladder
80
-
-
Main Hole Cover
50.00KL Top CWR
1
-
-
Earth Work
24.18
-
-
P.C.C 1:4:8
2.69
-
-
R.C.C 1:1.5:3
13.22
-
-
M.S Iron Work
15.56
-
-
Supply fixing & Removal Including Cartege Of M.S Suttering
For Slab
15.54
-
-
For Wall & Raft
99.4
-
-
P.C.C 1:2:4 Apron
1.3
-
-
Wash out & Overflow 65mm Dia
2
-
-
Inlet & Outlet 50mm Dia
8
-
-
Painting Outer Wall
49.22
-
-
Painting Of Slab Area
15.54
-
-
Painting In Steel Main Hole Cover(Both side)Black Japan Paint
0.72
-
-
M.S angle Ladder
80
-
-
Main Hole Cover
1
-
-
Supply and installation of bucket type chlorinator of 25 liters capacity including bleeching powder solution doser,chloroscope kit with stop cock & iron cage fabricated with 25mm x 25mm square mesh with locking arrangements below dozer to protect flexible pipe connection with CWR complete with all arrangements in position.
3
-
-
Protection works
-
-
-
Excavation in ordinary soil mixed with single, boulder requiring special T&P like pickaxe, crowbar etc. for foundation including lift upto 1.5 m. and Lead upto 30 m. Including refilling, watering, ramming of excavated earth into the trenches or space between the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth upto a distance of 60 m. from trenches nearby sources, along the pipe line
156.38
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
15.41
-
-
RR stone masonary with 1:6 cement and sand mortar nearby sources and along the pipe line for proper completion of work.
109.41
-
-
Beldar for Site clearance and other unforeseen items
1
-
-
Pump House
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
47.08
-
-
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 upto 1.5 m.
25.52
-
-
Diluting and injecting chemical emulsion (chlorpyriphos/Lindane E.C 20% with 1% concentration) at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surface of the excavation made for the foundation of the building, soil under floor,apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of building shall be measurd for payment.)
52
-
-
Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.
5.2
-
-
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 : 8 graded stone aggregate 40 mm nominal size).
11.68
-
-
REINFORCED CEMENT CONCRETE
-
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
6.64
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
15.68
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.T.M.T
2628.3
-
-
Centring and shuttering including strutting,ropping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete.
8.64
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts.
46.92
-
-
Slab beams,& plinth beams
62.92
-
-
Suspended floors, roofs, landings, balconies and access platform.
88.08
-
-
BRICK WORK
-
-
-
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in
Cement mortar 1:6 (1 cement : 6 coarse sand)
29.6
-
-
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
11.54
-
-
Brick work with F.P.S. bricks of class designation 75 in superstructure
25.92
-
-
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel
Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and
screws or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
146.16
-
-
Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators side /top /centre hung with beading and all members such as K11 B and K12 B etc.complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required
151.2
-
-
Fixing glass panes, with putty and nails wherever necessary 4 MM thick
10.08
-
-
WOOD WORK
-
-
-
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.)
11.98
-
-
Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete
300x16 mm
4
-
-
250x16mm
2
-
-
Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm
12
-
-
Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete
250x10 mm
6
-
-
150X10 MM
6
-
-
Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Single rubber stopper
6
-
-
STEEL WORK
-
-
-
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete
151.2
-
-
FLOORING
-
-
-
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) 40 mm thick finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.
80.84
-
-
Providing & laying ceramic glazed floor tiles 300x300mm thickness to be specified by the manufacturer
6.58
-
-
Providing & laying ceramic glazed wall tiles conforming to IS:15622 Thickness to be specified
36.88
-
-
12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work.
68.04
-
-
6 mm cement plaster 1:3 (1 cement 3 fine sand ) on ceiling
82.48
-
-
15 mm cement plaster on rough side of single or half brick wall of mix 1: 4 (1 cement: 4 fine sand)
114.04
-
-
White washing with lime to give an even shade: New work (three or more coats)
196.52
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade (New work (two or more coats) over and including priming coat with cement primer)
196.52
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
127.54
-
-
Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture
28.72
-
-
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture
21.6
-
-
Excavation for foundation in Soil mixed with boulders
130
-
-
RR Stone Masonry 1:6 including supply of all materials, labour, T&P etc. complete
169.12
-
-
Staff Quarter
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
47.08
-
-
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 upto 1.5 m.
25.52
-
-
Diluting and injecting chemical emulsion (chlorpyriphos/Lindane E.C 20% with 1% concentration) at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surface of the excavation made for the foundation of the building, soil under floor,apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of building shall be measurd for payment.)
52
-
-
Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.
5.2
-
-
CONCRETES WORK
-
-
-
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 : 8 graded stone aggregate 40 mm nominal size).
11.68
-
-
REINFORCED CEMENT CONCRETE
-
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
6.64
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
15.68
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.T.M.T
2628.3
-
-
Centring and shuttering including strutting,ropping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete.
8.64
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts.
46.92
-
-
Slab beams,& plinth beams
62.92
-
-
Suspended floors, roofs, landings, balconies and access platform.
88.08
-
-
BRICK WORK
-
-
-
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in
Cement mortar 1:6 (1 cement : 6 coarse sand)
29.6
-
-
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
11.54
-
-
Brick work with F.P.S. bricks of class designation 75 in superstructure
Cement mortar 1:6 (1 cement : 6 coarse sand)
25.92
-
-
Providing and fixing T-iron frames for doors, windows and ventilators of mild steelTee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs andscrews or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
146.16
-
-
Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators side /top /centre hung with beading and all members such as K11 B and K12 B etc.complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required
151.2
-
-
Fixing glass panes, with putty and nails wherever necessary 4 MM thick
10.08
-
-
WOOD WORK
-
-
-
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.)
11.98
-
-
Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete
300x16 mm
4
-
-
250x16 mm
2
-
-
Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm
12
-
-
Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete
250x10 mm
6
-
-
150X10 MM
6
-
-
Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper
6
-
-
STEEL WORK
-
-
-
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
151.2
-
-
FLOORING
-
-
-
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) 40 mm thick finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.
80.84
-
-
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
6.58
-
-
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
36.88
-
-
FINISHING
-
-
-
12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work.
136.08
-
-
6 mm cement plaster 1:3 (1 cement: 3 fine sand) on ceiling
82.48
-
-
15 mm cement plaster on rough side of single or half brick wall of mix 1: 4 (1 cement: 4 fine sand)
114.04
-
-
White washing with lime to give an even shade: New work (three or more coats)
196.52
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade (New work (two or more coats) over and including priming coat with cement primer)
196.52
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
127.54
-
-
Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture
28.72
-
-
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture
21.6
-
-
Excavation for foundation in Soil mixed with boulders
108
-
-
RR Stone Masonry 1:6 including supply of all materials, labour, T&P etc. complete
95.52
-
-
Providing & Fixing Of Electrical Fitting In Quarters
2
-
-
Sanitary & Draining
-
-
-
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
2
-
-
Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 Kitchen sink with drain board 510x1040 mm bowl depth 225mm.
2
-
-
SOIL PIPE
-
-
-
Providing and fixing soil, waste and vent pipes :
100 mm dia Sand cast iron S&S pipe as per IS: 1729
12
-
-
75 mm dia. Sand cast iron S&S pipe as per IS: 1729
16
-
-
SOAP DISH
-
-
-
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
2
-
-
CLAMPS
-
-
-
Providing and fixing M.S holder-bat clamps of approved design to PVC/Sand Cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc.
For 100 mm dia pipe
4
-
-
For 75 mm dia pipe
4
-
-
BENDS
-
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete
100 mm diameter pipe
6
-
-
75 mm diameter pipe
6
-
-
Providing and fixing plain bend of required degree wbolts and nuts complete
100 mm diameter pipe
4
-
-
75 mm diameter pipe
4
-
-
COLLER (FOR SOIL PIPE)
-
-
-
Providing and fixing collar : P.V.C.
100mm
4
-
-
P.V.C. as per IS - 3989
75 mm
4
-
-
Drainage
-
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil and then returning the soil as required, in layers not exceeding20 cm in depth including consolidating each deposited layer by ramming, watering, etc.and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil
30
-
-
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars150mmdia. R.C.C. pipe
20
-
-
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :150 mm diameter S.W. pipe
20
-
-
Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I. 100x100 mm size P type With F.P.S. Bricks class designation 75
4
-
-
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
4
-
-
Extra depth for manholes
Size 90x80 cm
With F.P.S brick class designation 75
2
-
-
Water Supply Work
G.I.PIPE
-
-
-
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall
15 mm dia nominal bore
16
-
-
20 mm dia nominal bore
20
-
-
25 mm dia nominal bore
6
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
25 mm dia nominal bore
30
-
-
G.I.UNION
-
-
-
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)
15 mm nominal bore
4
-
-
20 mm nominal bore
6
-
-
25 mm nominal bore
8
-
-
BIB COCK
-
-
-
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931)
2
-
-
LONG BODY BIB COCK
-
-
-
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore
6
-
-
STOP COCK
-
-
-
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approvedquality .(15 mm nominal bore)
2
-
-
BALL VLAVE
-
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore
10
-
-
NON RETURN VALVE
-
-
-
Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore Horizontal
2
-
-
TERRACE TANK
-
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage litre tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
1000
-
-
Misllinous Work
-
-
-
Painting of MS ERW/API Pipes with 2 coats of approved quality. (Anti-Corrosive paint over one coat of Primer) (Dia of pipe in mm)
829.84
-
-
Provision of Barbed Wire Fencing through angle iron posts around the water works site
Proposed at MPS ,IPS &Top CWR
720
-
-
Provision of Iron Gate with Pillars of following sizes complete
3.6 m wide
3
-
-
Provision of Drainage System consisting of following works
Mainhole chambers
6
-
-
Supply & laying of drainage 250 mm dia. RCC NP2 pipe
50
-
-
Supply of all materials and construct 150 mm S.C. drain including supply of all labour T&P etc complete
50
-
-
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