BABARKHOLA PUMPING WATER SUPPLY SCHEME AUGMENTATION WORK

Rates for BABARKHOLA Water Supply Scheme .Block- TARIKHET, District – Almora

TEST BORE 125 MM

Transportation of Rig Machine, Air compressor O.P. unit camp equipgages, connected T&P & necessary material erequired for drilling up to site of work, including loading, unloading etc. complete.

Drilling of Borehole as per IS 2800-1979 using ODEX 115(tube)attachment required for drilling in alluvial,boulder,pebbles,graves, rocky stone, sticky clay etc 120 mtr depth

Supply & fixing of suitable size casing shoe suitable for ODEX drilling and made from EN-24 steel

Dismentaling of Rig machine & other equipments and clearence of site after completion of work

Development of tubewell by the suitable capacity O.P. unit including supply & installation of pumping plant.

Drilling of Tubewell (100 mtr depth)

Transportation of Rig Machine, Air compressor O.P. unit camp equipgages, connected T&P & necessary material erequired for drilling up to site of work, including loading, unloading etc. complete.

Drilling of Borehole from GL to 100 mtr. BGL by rig machine using ODEX method including lowering,welding of required kind/sizes of MSERW casing pipes.

Drilling of bore 200 mm size DTH method from bottom of casing shoe

Supply of 200mm dia MS ERW casing 7.1mm thick plain pipe

Supply of 200mm dia MS ERW fincut 7.1mm thick slotted pipe

Supply & fixing of 200mm dia, 8mm thick tubewell cap.

Supply & fixing of suitable size casing shoe

Supply & fixing of suitable size bit tube of 100 cm

Supply & fixing of 200 mm size MS housing clamp 8 mmthick

Development of tubewell by 350 PSI/1100 CFM Air compressor

Development of minitubewell by suitable submersible OP unit complete with lowering,lifting of pumping plant having suitable discharge including running of OP unit and yield testing of tubewell by V notch atleast for 30 hrs to the satisfaction of Engineer incharge

Dismentaling of Rig machine & other equipments and clearence of site after completion of work

Development of tubewell by the suitable capacity O.P. unit including supply & installation of pumping plant.

Lowering & Fixing of Casing Pipe For Tube well

Source & Treatment Works

Construction of R.C.C. Intake chamber having (1.0mx1.0mx1.5m) size at tapping point of Kullu gadhera and Kaffi Gair for collection of water including supply of all materials,labour, T&P etc. complete.

French well as per Departmental Type Design

Steel Intake chamber

Construction of R.C.C. roughening filter cum screening chamber nearby Dudela gad gadhera I & II including supply of all materials,labour, T&P etc. complete.

Earthwork in soil mixed etc

RR dry

plum concrete

Rising Main

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.80 mm dia 4.4 mm thick

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

Medium Rock

Supply & fixing of following Valves and Fittings. Cast Steel Sluive Valve 30kg/sqcm 125 mm dia

Supply of all materials, labour, T & P etc. and Construction of Sluice Valve / Reflux Valve / Scour Valve Chamber as per type design complete. (Size 1.20mx1.20mx1.20m.)

Supply of all materials, labour, T&P etc. and Construction of Anchor Block as per type design complete. (Size 1.0mx1.0mx1.0m.)

Cartage of following pipes, specials, valves and fittings from rail head Kathgodam up to site of work including loading, unloading and stacking complete.

Painting of MS ERW Pipes with 2 coats of approved quality. (Anti-Corrosive paint over one coat of Primer)

Dismantling of Flexible Pavements by manual meansBituminous Courses

Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.

Protection Works as per actual

Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.50m in width or 10.0sqm in plan) including dressing of sides and ramming of bottoms, lift up to 1.50m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m in all kinds of soil.

Concrete with cement, coarse sand & 40mm gauge stone ballast in proportion 1:4:8 in foundation and floors including supply of all material, labour and T&P etc. required for proper completion of work, as per drawing and technical specification clause 802, 803, 1202 & 1203.

Random rubble masonry laid in 1:6 cement and sand mortar breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.

Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.

Providing cement concrete, nominal mix in 1:2:4 with cement, coarse sand & 20mm gauge stone ballast in open foundations, as per drawing and technical specification clause 802, 803, 1202 & 1203.

Gravity Main

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.65 mm dia.

80mm dia

100mm dia

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

Medium Rock

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 50.00m but excluding the cost of earth work 50mm dia

65mm dia

Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete. 50mm dia

65mm dia

Supply and fixing of the following fittings including cartage of materials, labour, T&P etc. complete. C.I. Air Valve Down screwed 15mm dia.

G.M. Wheel valves (Class I) as per IS 778/1971, 20mm dia

25mm dia

32mm dia

40mm dia

50mm dia

65mm dia

80mm dia

Constructing stone masonry Chamber's of following sizes in cement mortar 1:6 (1 cement : 6 coarse sand) i/c necessary excavation, foundation concrete 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:4 (1 cement : 4 coarse sand) 20mm thick, as per standard design : Sluice Valve Chamber of size 1.20mx1.20mx1.20m

Gate / Air Valve Chamber of size 0.60mx0.60mx0.60m

Cartage of following pipes, specials, valves and fittings from rail head Kathgodam up to site of work including loading, unloading and stacking complete.

Dismantling of Flexible Pavements by manual meansBituminous Courses

Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.

Protection Work as per actual

Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.50m in width or 10.0sqm in plan) including dressing of sides and ramming of bottoms, lift up to 1.50m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m in all kinds of soil.

Concrete with cement, coarse sand & 40mm gauge stone ballast in proportion 1:4:8 in foundation and floors including supply of all material, labour and T&P etc. required for proper completion of work, as per drawing and technical specification clause 802, 803, 1202 & 1203.

Random rubble masonry laid in 1:6 cement and sand mortar breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.

Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.

Providing cement concrete, nominal mix in 1:2:4 with cement, coarse sand & 20mm gauge stone ballast in open foundations, as per drawing and technical specification clause 802, 803, 1202 & 1203.

Distribution System

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. Medium Duty (class 'B') 15 mm

Medium Duty (class 'B') 20 mm

Medium Duty (class 'B') 25 mm

Medium Duty (class 'B') 32 mm

Medium Duty (class 'B') 40 mm

Medium Duty (class 'B') 50 mm

Medium Duty (class 'B') 65 mm

Medium Duty (class 'B') 80 mm

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

Medium Rock

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 50.00m but excluding the cost of earth work 20mm dia

Medium Duty (class 'B') 25 mm

Medium Duty (class 'B') 32 mm

Medium Duty (class 'B') 40 mm

Medium Duty (class 'B') 50 mm

Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete. 20mm dia

Medium Duty (class 'B') 25 mm

Medium Duty (class 'B') 32 mm

Medium Duty (class 'B') 40 mm

Medium Duty (class 'B') 50 mm

Bulk meter

Supply and fixing of the following fittings including cartage of materials, labour, T&P etc. complete. C.I. Air Valve Down screwed 15mm dia.

G.M. Wheel valves (Class I) as per IS 778/1971 20mm dia

25mm dia

40mm dia

50mm dia

65mm dia

80mm dia

Constructing stone masonry Chamber's of following sizes in cement mortar 1:6 (1 cement : 6 coarse sand) i/c necessary excavation, foundation concrete 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:4 (1 cement : 4 coarse sand) 20mm thick, as per standard design : Sluice Valve Chamber of size 1.20mx1.20mx1.20m

Gate / Air Valve Chamber of size 0.60mx0.60mx0.60m

Cartage of following pipes, specials, valves and fittings from rail head Kathgodam up to site of work including loading, unloading and stacking complete.

Provision for FHTC works in revenue villages

Dismantling of Flexible Pavements by manual meansBituminous Courses

Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.

Protection Work as per actual

Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.50m in width or 10.0sqm in plan) including dressing of sides and ramming of bottoms, lift up to 1.50m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m in all kinds of soil.

Concrete with cement, coarse sand & 40mm gauge stone ballast in proportion 1:4:8 in foundation and floors including supply of all material, labour and T&P etc. required for proper completion of work, as per drawing and technical specification clause 802, 803, 1202 & 1203.

Random rubble masonry laid in 1:6 cement and sand mortar breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.

Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.

Providing cement concrete, nominal mix in 1:2:4 with cement, coarse sand & 20mm gauge stone ballast in open foundations, as per drawing and technical specification clause 802, 803, 1202 & 1203.

Storage Reservoir

Supply of all materials, labour and T & P etc. and construction of R.C.C. Sump / Clear Water Reservoir of following Capacity in K.L. as per type design and drawing including fixing of pipes and fittings including cartage of materials etc. Complete 15.00 KL

Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.50m in width or 10.0sqm in plan) including dressing of sides and ramming of bottoms, lift up to 1.50m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m in all kinds of soil. Extra excavation for site development for CWR's

Protection Works as detailed below.

Concrete with cement, coarse sand & 40mm gauge stone ballast in proportion 1:4:8 in foundation and floors including supply of all material, labour and T&P etc. required for proper completion of work, as per drawing and technical specification clause 802, 803, 1202 & 1203.

Random rubble masonry laid in 1:6 cement and sand mortar breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.

Barbed wire fencing

Supplying at site Angle iron post & strut 45X45X5 mm

Providing cement concrete, nominal mix in 1:2:4 with cement, coarse sand & 20mm gauge stone ballast in open foundations, as per drawing and technical specification clause 802, 803, 1202 & 1203.

Repairing of old existing CWR with general repairing, whitewashing, wall writing etc.

Guard Room

EARTH WORK

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.

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.

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.)

Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.

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).

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)

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)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.T.M.T

Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.

Columns, Pillars, Piers, Abutments, Posts and Struts.

Slab beams,& plinth beams

Suspended floors, roofs, landings, balconies and access platform.

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)

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).

Brick work with F.P.S. bricks of class designation 75 in superstructure Cement mortar 1:6 (1 cement : 6 coarse sand)

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.

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

Fixing glass panes, with putty and nails wherever necessary 4 MM thick

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.)

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

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

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

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

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.

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.

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.

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.

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.

15 mm cement plaster on rough side of single or half brick wall of mix 1: 4 (1 cement: 4 fine sand)

White washing with lime to give an even shade: New work (three or more coats)

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)

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)

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

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

Providing and fixing of water supply works

Providing and fixing of Sanitory fitting including laying works

Provide and fixing of electical fitting in quarters

PUMP HOUSE MAINTENANCE

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm 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

Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 14-7-2 Cement conrete blocks grade M 15

Electrical works such as ( wiring ,Switches,) Supplying and fixing with all labours and cartages

Provision of 1.20 m wide M.S. Iron Gate with Pillars complete in all respect.

Barbed wire fencing

Supplying at site Angle iron post & strut 45X45X5 mm

PUMP HOUSE OF SIZE 3.60MX3.00MX3.50M

Earth work in excavation by mechanical means (hydraulic excavator) /manual means over areas exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan ) including disposal of excavated earth within a lead of 50 m & lift up to 1.5 mtr. Disposal earth to be leveled and neatly dressed. Excavation in all kind of soils.

Earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in ordinary rock.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size)

Reinforced cement concrete work in beams , suspended floors, roofs having slope up to 15 degree landing, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases up to floor five level excluding the cost of centering and shuttering finishing and reinforcement - in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grade aggregate 20 mm nominal size)

Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete.

Centering and shuttering including strutting, roping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide circular in shape. Foundation raft & tie beams

Columns

Beams

Provide Ist class brick in 1:6 cement and sand mortar.In foundation up to plinth

in superstructure

40mm thick DPC in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar

Steel work welded built of section /framed works including cutting fixing in position applying a priming code of approved steel primer using steel its as required in gratings, frames, guard bar, ladder, railing gates and similar works.Door Chaukhat

Section window's

Earth filling into plinth including it's excavation.

Provide 40 mm thick PCC flooring in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar.

Provide 5mm thick glass strips on flooring 20mm deep.

Provide 15 mm thick plaster in 1:4 cement and sand mortar (Rough &.plain both sides)

Provide acylic smooth exterior paint (two or more coats) to give an even shade.

Painting on doors and windows (two or more coats) over and including one priming coat.

Supply and fixing of 4mm thick plane glass panes on window's including supply of nails and putty etc all complete.

Protection work

Earth work in foundation for retaining, breast wall's etc., in all type of soils, rocks including all lead, lift and disposal of surplus material as per direction of engineer-in-charge, as per drawing and technical specification clause 305.1 of MORD specification.

Concrete with cement, coarse sand & 40mm gauge stone ballast in proportion 1:4:8 in foundation and floors including supply of all material, labour and T&P etc. required for proper completion of work, as per drawing and technical specification clause 802, 803, 1202 & 1203.

Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.

Random rubble masonry laid in 1:6 cement and sand mortar breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.

Providing cement concrete, nominal mix in 1:2:4 with cement, coarse sand & 20mm gauge stone ballast in open foundations, as per drawing and technical specification clause 802, 803, 1202 & 1203.

Pumping Plant & Accessories

supply & Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 35 Sqmm 3 Core

Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required 250 amp

Supplying and making indoor cable end jointing with cast resin compound, including lugs and other jointing materials, for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : 70 Sqmm

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Supply of main Piping and Valves compriging of following. 100 mm dia m.s. column Pipe assembly having thickness 7.1 mm both ends flanged complete 150 meter length ( 03 metr length x 33 nos.) painted with 2 coats of anti corrosion bituminous black paint over 1 primer coat, M.S.D.F. Bend 90 Degree -02 Nos.80 mm dia CI D/F Sluice Valve P.N.1.0 -02 nos.80 mm dia CI D/F Reflex Valve -01 no. M.S.D/F Distance Piece 2.00 m length -01 no.M.S. D/F Tee -01 no.M.S. Distance Piece 3.00 m long -02 nos. Ventury -01 no. M.S. DI Clamp Heavy Duty -01 Set, M.S. T/W Cap 150mmx300 mm -01 no. Nut-bolts,Rubber/Fiber Packing for Joining above Pipes & Specials -01 Set

Supply of 100 mm dial Pressure Gauge with control cock & fitting of range 0-10 Kg/Sqcm -01 no.

Supply of following Tools required for maintenance of Pumping plants. DE Spanner Set -01 Set, Ring Spanner Set -01 Set, Screw Drivers -02 nos. Pliers -01 no.Hammer -01 no.Pipe Wrench 14 inch -01 no. Screw Wrench -01 no. Tong Tester -01 no.Chain Wrench 100 mm -02 nos.

Installation & Commisioning of Pumping Plants with accessories in side the Pump House but without Civil Works Such as laying of foundation,Cable Trench etc.

Testing of Pumping Plants at Site

Painting of entire installation with 02 coats of anti corrosion bituminous black paint over 1 primer coat Super Enamal Paint as per direction of Engineer Incharge

Supply & Fixing of PUMP & MOTOR

Centrifugal Pump of 250 LPM discharge at 190 mtr head with 20 HP electric pump

Motor of 20 HP 2900 RPM Induction motor

Submerssible pump & motor with 90mtr head & 200-250 LPM discharge

Supply and installation of DRY Auto transformer start ATS Type starter cum panel for submersible motors including capacitor For operation on 400 Volts 10 % three phase 50 cs AC supply complete with Cu bus bar, internal interconncection and comprising of AUTO TRANSFORMER STARTER Electronic over load single passing reverse passing protection relays and under and under voltage protection, with matering & protection class CT Time delayed capacitor duty contactor operated LT Power capacitor . Single pass preventor . indicating lamp . door switch with complete internal connection by copper wire & should be suitable toi integrate multi function power matter for following duties of pump & motors 20 HP

Transformer 63KV Installation and supply

Chain pully of 4.0 TON for Pump House and Tube well

Insulation Rubber Mat for Pump house for the Insulation of Pump and Earthing.

Nut bolt Tool Box and other necessary spare parts for maintenance of pump house and other foreseen material

Transportation charges

NRV valves 120 mm PN -3.0

Galvanised steel barbed wire of 9.8 kg /100metre

AUTOMATION SYSTEM FOR PUMP HOUSE

IRTU/PLC intelligent GSM based Remote Terminal Units of With analog and Digital Parameters and features as specified one each for 2 Pumps to store and transmit data on GSM backbone.

GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories.

Level transmitter as specified automatic 0-10 mtr

Intelligent Energy meter suitable for automation

Valve autuator for 80 mm dia valve

Auto phase reversal unit 100 HP-150 HP

Actuator Panels

Hard wired Timer circuit for actuators

Pressure transmitter

Isolation Transformer (440 V step down 220 V for Protection of site Electric

Over Voltage & Under Voltage Trip Protection (350 V- 450 V)

Electronic flow Metors for line Sizes of Automata/E & H/Nivo make for 80 mm line size with local electronic (display and set point facility)

2 Core Cable 1.5 mm

4 Core Cable 1.5 mm

10 Core Cable 1.5 mm

conduit pipe 1"

conduit pipe 1.5"

Accessories like conduct pipe flexible pipe, PVC bend,AC & DC relays with base, lugs etc.

Erection commissioning of all instruments and customization of software.

Operation and maintenance of pumping station by atomization

Labours needed for fixing automation system in pump house

ELECTRIFICATION OF PUMP HOUSE

Cost of Internal and External electrification of pump house.

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group A

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2x2.5 sq. mm + 1x2.5 sq. mm earth wire

2x4 sq. mm + 1x4 sq. mm earth wire

Supply and fixing of Piano type 5 amp switch on the existing switch board.

Supply and fixing of 3 pin 5/6 amp socket outlet on the existing switch board.

Supplying and fixing metal box of 180 mm X 100 mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 A & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required.

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

8 way double door Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single Pole

Supply and Fixing of Double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required. (40A)

Supply and Fixing of bulk head light Bajaj/Philips/equivalent make

Supply anf Fixing of 40 W tube light complete in all respect (Bajaj/Philips/equivalent make)

Supply anf Fixing of 14 watt CFL on above fitted Holder (Bajaj/Philips/equivalent )

Supply anf Fixing of 23 watt LED external lighting luminaires with mounting bracket etc. complete.