Construction of Tubewell, Pump House and Related Works Supply Works at Mahila Hospital, Haldwani.

Rates for Construction of Tubewell, Pump House & Related Works Supply Works at Mahila Hospital, Haldwani.

Construction of 200 mm dia. Mini Tubewell

Transportation of Suitable Truck Mounted Rig Machine, Air Compressor, O.P Unit, Camp Equipage, Connected T&P and Necessary Accessories, Cashing Pipe, Tube Well Assembly Housing Pipe etc Including Loading, Unloading Ereation & Levelling of Rig Machine Upto Site of Work etc. Complete in All Respect as per Direction of Engineer in Charge, Required for Drilling & Development of Tube Well.

Drilling Bore of 250 MM DIA Size Bore by heavy duty direct rotary rig machine in Alluvial, Boulders, Pebbles, Rocky Stone, Sticky Clay etc. From Ground Level Upto Entire Depth for 200 mm dia linear assembly.

Material:- Procurement of Tube Well Assembly as Below. 200 mm dia. M.S E.R.W 7.10 mm Thick.

Blind with beveled edge.

Slotted beveled edge.

200 mm dia. Bail Plug.

200 mm dia. M.S Well Cap.

200 mm dia.. M.S Clamp With Nuts & Bolts.

Supply of Pea Gravel of Size 1.6 mm to 4.8 mm.

Shrounding of Pea Gravels in Between Bore & Tube Well Assembly Upto Entire Depth of Tube Well.

Preparing & Lowering of Tube Well Assembly Starting From G.L to the Required Depth. Including Cutting, Welding etc. as Required at Site With Complete T & P Required for Proper Completion of Work.

Fixing of 200 mm dia. Bail plug with nut & bolt.

Lowering of 200 mm dia. M.S E.R.W 7.90 mm Thick Housing Pipe (Plain & Slotted Pipe) as Required.

Fixing of 200 mm dia. 8 mm thick tube well cap.

Fixing of 200 mm dia. M.S.D.I. Housing clamp.

Dismantling of Rig Machine & Other Equipments, and Clearance of Site After satisfactory completion of work.

Development of Tube Well by 350 PSI / 1100 CGM Air Compressor Unit to the Satisfaction of Engineer in Charge to Give Sand Free Discharge & Proper Packing of Pea Gravels.

Development of Tube Well by the Suitable Submersible O.P Unit Complete With Lowering & Lifting of Pumping Plant Having 1000 lpm Discharge Approximate to the Satisfaction of Engineer in Charge, Including Running of O.P Unit & Yeild Testing of the Tube Well by V Notch.

Geological Survey of Site.

Chemical & Bacteriological Testing of Water Sample.

PUMPING PLANT:

Supply of KSB/Crompton make energy Efficient submersible Pump motor set of various duty parameter as per IS:8034-2002 and IS: 923-1995 with latest amendents. suitable to operate on 415 +/-10% volts, 2950 RPM, 3 phase 50 hz AC supply. Submersible Pumping Plant Capable of Delivering 155- 160 lpm Discharge at 170-175 m Head

Supply and fixing of 63 Amp TPN main switch 3 phase, 415 volt, 50 H havells make heavy duty double break main switch with HRC fuse making connection at this testing complete work etc

Supply of 6 sqm 3 core copper conductor Flexible PVC insulated & sheated flate without earth continuity conductor for submersible motor -pump generally confirming To IS: 694:1990 (Reaffirmed 1995) rivised as IS :694:2010 or its latest amendment.

Power Wiring & Earthing Material as Per IE Rule- Earthing Material (Copper Earth Strip, Copper Earth Plate etc. Including Digging of Pit & Complete Earthing Work in All Respect.

MOTOR STARTER PANEL:- Supply, Installation, Testing and commissioning (SITC) for 10-15 HP star delta submersible pump motor set. With motor protection and voltmeter ameter wiring connection all complete.

Supply & Fixing of Main Piping & Valves of Following Items.

MSERW 50 mm dia x 4.8 mm Thick Column Pipe (PJN SOR -23, s.no.-9.00 Confirming to IS: 3589-2001 @65.13/Kg )

Supply of Heavy Duty suitable 16 mm thick MS Flanged, Cutting of edges/Thread of column pipe for Fixing of heavy Duty suitable flange for two end on column Pipe, fixing of 04 nos. triangle corner each side on column pipe for supporting of flange, cutting of Grooves in flanges for submersible cable (02 nos. on each side), Drilling of 08 hole on each side of column pipe including supply of all labour T&P flange for jointing of required for the proper completion of work. 50 mm

Lowering of Flanged MS Column Pipe of the following size with submersible pump set at Tube well having pupm house includung supply of all labour T&P required for the proper completion of work. 50 mm dia.

Supply and Fixing of MS Nut Bolts of required size including supply of all labour T&P required for the propercompletion of work.

Supply and Fixing of Rubber Packing for the flanged MS column pipe of the following size including supply of all labour T&P required for the proper completion of work. 50 mm (520 gm)

Jointing of Submersible cable of the following size including supply of all material, labour, T&P,required for the proper completion of work. 6 Sqmm

Supply and Fixing of MS Iron Cage for the protection of motor pump set including supply of all material, labour T&P required for the proper completion of work.

Making MS Tail Piece of following size suitable for Non Return valve (NRV) including supply of all material, labour T&P required for the proper completion of work. 50 mm dia

50 mm dia CI D\F Sluice Valve With Hand Wheel.

50 mm dia CI D\F Reflex Valve.

50 x 50 x 50 mm dia A/F Tee.

50 mm dia CI D\F 90° Bend.

50 mm dia M.S D\F Pipe of 1.5 M Length.

Ventury.

MS Clamp.50 mm dia.

Tube Well Cap. 200 mm dia.

Pressure Guages With Fittings.

Necessary Nuts, Bolts & Packings.

Supply of Necessary Tools box & Spanners hammer, plier screw driver, tester, clamp meter.

Supply of 5 Ton chain pulley. With chain.

Supply of 25 mm Thick Rubber Resistance Insulated Sheet. Size 2 m x 1 m.

Supply and installation of 01 HP Crompton make centrifugal water pump head range 9-22 meter discharge 180-60 LPM 2850 rpm single phase .

Installation & Commissioning of all Accessories Including All Consumable Items.

supply 16 Sqmm, 4 core Aluminium Insulated Armoured Cable.(polycab/ finolex make)

Supply and installation of Electronically Controlled, Electrically Actuated, Diaphragm Oerated, Chemical Metering Pump, Wall Mounting Suitable for Delivering upto 10 litres of Chemical Solution / Sodium Hypo Chloride Solution Per Hour Under Maximum Delivery Pressure upto 10 Kg/cm2 & Suction Lift Not Less Than 1.5 Metre With Accessories.

Construction of Pump House

Earth Work In Foundation 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 oil and disposal of surplus excavated soil as All kinds of soil. Total Earth Work Quantity

PCC In Foundation 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 Total PCC Quantity

Brick Masonry In Foundation Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) Net Quantity

RCC In Foundation Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level Total RCC Req.

Centering & Shuttering In Foundation Centring and shuttering at all levels including strutting, propping etc. and removal of form for: Net Quantity

Steel Fabrication In Foundation Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Net Quantity

Back Filling 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. Net Quantity

RCC In Superstructure 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :(1:1.5:3 grade concrete)For- Tie beam, Column, Lintel,Chajja, Roof Slab

Centering & Shuttering In Superstructure Centring and shuttering at all levels including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies Roof slab For roof slab sides Net Quantity

Steel Fabrication In Superstructure Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Total

Brick Masonry In Superstructure Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) Net Quantity

Plinth protection Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Plaster Work In Superstructure 20 mm Cement plaster on External walls : 1:6 (1 cement : 6 coarse sand) Net Plaster req.

12 mm Cement plaster on Internal walls. 1:6 (1 cement : 6 fine sand) Net Plaster req.

12 mm Cement plaster on Ceiling. 1:4 (1 cement : 4 fine/ coarse sand) Net Plaster req.

Flooring 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the Floor

Doors Steel Door frames Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre- Fixing with adjustable lugs with splt end tail to each jamb D

Steel Door shutters Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm M.S. gusset plate at the junctions and corners , all necessary fittings complete, including applying a priming coat of approved steel primer with using a flat 30x6mm for diagonal braces and central cross D

Window Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D ,F4B, K11 B and K12 B etc. complete ofstandard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for apyment ) Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm W @ 30kg/ sqm, 1.44 *30 kg

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

Distempering with 1st quality acrylic distemper ( ready mixed ) having VOC content less than 50 gram/litre of approved manufacturerand of required shade and colour all complete to achieve even shade and colour: all inner plaster surface with ceiling

Finishing walls with water proofing cement paint of required shade for external surfaces:New work (Two or more coats) all outer plaster surface

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 @ For Frame of door, Window

Water proofing treatment Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12

Roof Column Plate Girder Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Rain water pipe Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion (i) Single socketed pipes. 110 mm diameter

Rain water pipe fittings Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain wate pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 Bend 87.5° 110 mm bend

Shoe (Plain) 110 mm Shoe

Electrification Of Pump House

Wiring for light point/fan point, exhaust fan point, call bell point with15.sq.mm FRLS PVC insulated copper conductor single core cable in surface, recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5sq.mm FRLS PVC insulated copper conductor single core cable etc, as reuired.

Wiring for circutit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. (a) 2x2.5 sq. mm +1x2.5sq.mm earth wire

2x4 sq. mm +1x4sq.mm earth wire

Wiring for light /Power plug point with 2x4.sq.mm FRLS PVC insulated copper conductor single core cable in surface, recessed medium class PVC conduit, along with 1 No. 4sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as reuired.

15/16 Amp Switch

6 Pin 15/16 Amp socket

S/F 3 pin, 5 amp celling rose on the exting junction box/wooden block including connection etc, as required.

S/F brass batten, angle holder including connction etc, as requird.

supplying and fixing following way, single pole and neutral, sheet steel, MCB distribuiton board, 240v, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bas, din bar, interconnections, power painted indulding earthing etc. as required (But without MCB/RCCB/Isolator) 6 way Double door

S/F 5 amps to 32 amps rating, 240/415 volts, "C" curve, mainature circuit braker suitable for inductive load of follwing poles in the existing MCB/DB compete with connection, testing and commissioning etc. as required. (a) Single Pole

Double Pole

S/F of LED T_5, 18 watts tubelight fitting connection etc, compleat in all respect

S/F of exhaust fan (ISI mark) with jail, 300 mm sweep, including making hole for exhaust fan and making good the damage, connection etc, complete in all respect.

S/F of 14 watts LED Bulb

S/F of wall fan 400mm sweep Model platina

Pipeline work

Excavation in soil mixed with single 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, watering, ramming of excavated earth in the trenches. soil mixed with Single, Boulders etc.

Cartage and Laying Jointing of following pipes, specials & fittings from site store to the site of works, lowering them into trenches, laying true to alignment & gradient, laying & joining of pipe line including cutting & threading of pipe for making up lengths as required for proper completion of work.

15 mm dia G.I. Pipe

32 mm dia G.I. Pipe

25 mm dia G.I. Pipe

20 mm dia G.I. Pipe

supply and Fixing of GM gate valves including labour and T&P complete. 32 mm dia GM gate valve

25 mm dia GM gate valve

20 mm dia GM gate valve

supply and Fixing of GM Check Valve including labour and T&P complete. 32 mm dia Check valve

25 mm dia Check valve

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I.surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including 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

Shifting and installation of Existing 1 HP Centrifugal pump. With all accesorries. T& P all comlete