Construction, Testing and Commissioning of KYARI Water Supply Scheme with Rising main, Distribution Main and Distribution Pipe Line, 50 KL Capacity OHT Ramnagar Block District Nainital

Rates for Construction, Testing & Commissioning of KYARI Water Supply Scheme with Rising main, Distribution Main & Distribution Pipe Line, 50 KL Capacity OHT & t Ramnagar Block District Nainital.

OVER HEAD TANK:

(OHT capacity - 50 KL, Staging - 12m)-Supply of all Materials , Labours ,T&P etc. and Construction of RCC O.H.T of following capacities (In Kiloliters) and 12m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mm dia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S M.H. cover , ventilator column etc. Complete with approved water proofing ( apex)/ enamal paint, testing, filling water for testing purpose etc. including supply of verticle pipes and specials assuming bearing capacity as 8MT/M2 staging 12.00 meter.

Construction of masonary type chamber for sluice valve Size as per type design 4 No. 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.

Providing and laying in position cement concrete of specified grade excluding thecost 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.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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)

12mm Cement Plaster of mix 1:6 (1 cement : 6 fine sand)

560 mm diameter C.I, cover (heavy duty) the weight of the cover to be not less than 108 kg.

Demolishing stone rubble masonry 50 KL manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :

5.2 ABSTRACT OF COST OF SUBMERSIBLE PUMPING PLANT AND ACCESSORIES FOR TUBEWELL

Submersible pump set of 1800 LPM, 150Mt. head suitable for 200mm dia Assembly operating at 3 phase 50Hz AC supply.

S/o Chain pulley block of 10.0Tonne capacity 4 Mt. lift spur gear tested on 14.5Ton load.

S/o 63 KVA fully automatic Servo Control Voltage Stabilizer suitable for regulating incoming voltage 320 to 480Volt , outgoing voltage 415Volt with change over switch and 3Core copper cable.

Supply and fixing of Electronic type dosing system complete with solenoid coil actuated pulsar circuit, diaphragm & electronically pulp capable of delivery max, 4LPH at 5.5kg./cm2 pressure operated 220Volt single phase A.C. Supply along with chemical injection device and 100Ltrs capacity of media tank complete with accessories.

Liquid Chlorine required for six month maintenance

S/o Chlorine Testing Kit

Spare for switch gear.

Supply of Special tools and spanners with 2 Nos. chain wrench.

lntelligent GSM based Mini Remote Terminal Units/PLC with analog and digital parameters and features as specified mini T.W. and transmit data on GSM backbone. GSM based wireless Communication system capable to transfer and gather data from remote sites to master Control Stations (Voltage, Current, Power factor, Pumping running Hour etc.) with 6 Amp. Automatic Voltage stabilizer including high and low cut and isolation transformer.

Erection, testing and commissioining and modification of starter with AC and DC

REPAIRING & PAINTING WORK OF OLD PUMP HOUSE BUILDING AT OVER HEAD CAMPUS.Supply of all Materials, Labours, T&P etc.and Repairing & Painting work of old Pump House Building With Size (2.50 m x 3.0m) at Tubewell-I. Demolishing brick work, manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge In cement mortar (15.7.4)

Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cement mortar (15.8.3)

Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : Of area 3 sq. metres and below (15.13.1)

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (15.56)

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth Cement mortar 1:6 (1 cement : 6 coarse sand) ( 6.4.2 )

12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) (13.1.2)

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 commercial 3 ply veneering with vertical grains or cross bands and face veneers on bothfaces of shutters:30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (9.21.2)

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :250x16 mm (9.62.2)

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :150x10 mm (9.63.3)

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :100 mm (9.66.2)

Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size)(22.14.1)

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (13.91)

Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface (13.111.1)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work (13.99.1)

Deduction Old Brick

RISING MAIN:

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of following Rising Main Pipe, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Adore, L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.MSERW Yst 210 grade Pipes 80mm dia 4.8mmthick

Excavation in Ordanary soil etc. requiring the use of special 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. -In Soil mixed with boulders and bajari

Painting on steel work with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade. Two or more coats on new work.External surface of MS ERW Pipe 80 mm dia.

Protection work-

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge.In all kind of soil

Providing and laying Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications.

"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"

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

DISTRIBUTION SYSTEM

Providing, Supply and Carting from site store to site of work, Laying & Jointing of G.I. screwed pipes (including cost 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 Medium Quality IS: 1239) 40mm

Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal. (6173 X 0.6 X 0.6)

Constructing masonry Chamber for sluice valve/scour valve with a floating coat of neat cement complete as per standard design : With F.P.S. bricks

Constructing masonry Chamber for Air valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks

Electromagnetic flow meters (for Bulk pipe lines) Type :Remote mounted display Flange end-100 mm

Providing, Supplying and fixing of D/F DI Pressure Reducing Valve in pipe line including jointing etc. complete as per standard/ technical specification) :80 mm diameter

HOUSE HOLD CONNECTION. 101 NO.

Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal. Excavation =12.00x0.60x0.60=4.32 Cum

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') 15 mm dia

"Providing & fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore"

Providing and fixing brass bib cock of approved quality : 15 mm nominal bore

Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials.

Shifting of Connection 24 NOS.

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.

Providing,Supply and Carting , laying jointing (including cost of jointing materials like white lead, hemp and oil etc.) fixing and testing of M.S. galvanised screwed and socketed pipes (Medium quality)as per IS 1239(part-1)/2004 , specials and fittings, including cutting etc. complete. - For 15 mm pipe

Making connection with the existing G.I. pipe line of following dia including local cartage of required to site of work, cutting & threading of pipe, bailing out of water, making connection properly with fitting of specials, testing of joints, back filling, cleaning of site completly and returning of scrap material to local store but excluding cost of pipe and specials. - (15-25mm)

Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main.

Specials -G.I. Union 15mm

Nipple 15mm

Support structure for strouthering of FHTC Connections By using Brick Work with Plastering or by using PVC pipe 80mm dia filled with concrete as per direction of Engineer in charge

CARTAGE OF MATERIALS

Cartage of G.I. Pipe, Specials and valves from Kathgodam rail head to the site of work by truck from to nearest road head.By Pucca road &Head load.

JSB Enterprises