UKRAULI SITARGANJ 2 WATER SUPPLY SCHEME of Block Sitarganj

Amount

CIVIL WORKS

OHT capacity - 250 KL, Staging - 20 m

Construction of masonry type chamber for sluice valve Size as per type design

RISING MAIN

P/L Double Chambered Ductile Iron Pipes Restrained Joint of class K-9 with true to alignment & Jointing of full lenght including supply of packing confirming to IS: 5382-1985 with testing of pipe line complete.

150 mmdia

Providing and laying D.I double chambered restrained joints specials, class K-12 IS 9523/2000 150 mm dia.

Excavation of earth for pipe line in soil mixed with shingle ,bajri, and boulder strata lift up to 1.5 m. lead up to 30m. Including reffiling, watering, remaining lf excavated earth into the trenches and removal of surplus earth up to a distance of 60m from trenches including supply of labour T&P etc. all complete.

Providing & Fixing D.I. D/F Sluice Valves confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete. PN 16

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 carse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With F.P.S. bricks

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Air valve/ Fire Hydrant, with C.I surface box 350x350 mm top 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

PUMP HOUSE WITH ATTENDENT ROOM

Supply of all Materials, Labours, T&P etc.and Construct a Pump House with Size (3.50 m x 3.5 m) as per Design and Drawings, all complete.

DISTRIBUTION SYSTEM

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete. D.I. PIPE CONFORMING TO IS : 8329/2000 D.I. Pipe S&S K-7

Providing and laying D.I specials of class K-12 (@ 5% of pipe weight)

Excavation of earth for pipe line in soil mixed with shingle ,bajri, and boulder strata lift up to 1.5 m. lead up to 30m. Including reffiling, watering, remaining lf excavated earth into the trenches and removal of surplus earth up to a distance of 60m from trenches including supply of labour T&P etc. all complete.

Disposal of Road rubbish/ malba/ earth/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

Providing & Fixing D.I. D/F Sluice Valves confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete. PN 16

P/F Fire Hydrant Valve Confirming to IS:5290 (Flanged) in position including all material, labourer, T&P etc complete.

80 mm dia.

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Air valve/ Fire Hydrant, with C.I surface box 350x350 mm top 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Air valve/ Fire Hydrant, with C.I surface box 350x350 mm top 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

HOUSE SERVICE CONNECTION FOR VILLAGE

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.

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') 40 mm dia

Providing and fixing of Clamp saddles should be Non corrosive Engineering Plastic body moulded with Stainless steel threaded metal insert for tapping outlet. Clamp saddles for service connection from water distribution mains shall be of wrap around design, wide skirt and wide straps support, which shall reinforce the pipe while providing excellent stability to the saddle. Clamp Saddles for service connections shall be of fastened strap type with threaded (as per IS:554) (latest version) female outlet of Stainless steel for service connection. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side and align with the hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal which increases with increase in the line pressure. Saddle straps shall be made of plastic with or without metal reinforcement depending on size and injection molded to prevent galvanic corrosion over the long service life. For 80mm to 350mm dia D.I. Pipe

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

Supply and fixing of S.S. Flow Control Non Return Valve for Avg. Flow 10 lpm. Material of construction to be SS 304. Connection threading IS:554 BSPT, ISO: 7-1. Valve consiste of proprietary design which regulates the designed flow. All machined parts shall be manufactured on CNC lathe machine. Casting is not allowed. The valve is designed to prevent illegal tapping of water by using electric suction motor. Flow control Valve (SS) of required lpm.

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.

Construction of 1No. 300x200mm dia, 230Mt. deep Tubewell. (1 Nos Tubewell)

Transportation of Rig machine, compressor O.P. unit, T & P and other equipments up to site & back transportation after completion of work. -

Installation of Rig machine, Camp equipage after site clearance.

Drilling 600mm dia size final bore from G.L. to 230.00 MBGL Including arrangemt of water, feeding of pea-gravel & collection of strata sample in box.

Geophysical logging of bore well,

Preparing and Lowering of 300mm dia plain/slotted pipe tube well assembly from GL to 60MBGL

Preparing and Lowering of 200mm dia plain/ Slotted pipe tube well assembly from 60MBGL to 230MBGL

Dismantling of Rig machine after completion of work. Fitting of girder, clamp and well cap with site clearance

Supply & lowering of Tubewell assembly.

300mm dia mini 8.0 mm thick M.S.E.R.W. pipe.

200mm dia mini 8.0 mm thick M.S.E.R.W. pipe.

200mm dia mini 8.0 mm thick M.S.E.R.W. Slotted pipe.

200x100mm dia size M.S Girder 4Mt. Long for T.W. assembly.

200mm dia Bail plug with hook.

M.S. heavy duty D.E clamp suitable for 300mm dia.

300mm dia well cap.

Supply and shrouding of Pea-Gravel 2.00 to 4.00 mm upto 225Mt.MBGL

Supply and Fixing of Artizen Tee 300 X 200 X 300 3Mts long

Development of Tubewell by 350 PSI/1100CFM air comperssor.

Development by Air compressor including erection of Air compressor unit and dismantling after work as per specification.

Development of Tubewell by O.P. unit of suitable capacity.

Development by O.P unit to get sand free discharge of 1500 LPM including erection of O.P. Unit and dismantling after work as per specification.

Geohydrologgical survey of site

Chemical & Bacteriological Test of water

S.I.T.C. of Submersible Pumping Plant with Accessories for 4 Nos. Proposed Tubewell

Supply of Submersible pump and motor set: 800 L.P.M. discharge at 65 mts. NEH.

Supply of Submersible pump and motor set: 800 L.P.M. discharge at 65 mts. NEH. as spare.

Supply of Fully automatic Air cooled Auto-Transformer Starter cum panel of 25HP as per spacification

Supply of Main piping and valves as per specification and site Requirment

Supply of of 16 sq.mm. 3 core Copper conductor P.V.C. insulated submersible cable

Supply of 63 KVA automatic voltage regulator (compact) servo controlled stabilizer with accessories as per specification and site Requirment

Supply of chain pulley 5 tonne capacity with 4.5mt.lift .

Supplyl of Electronic type liquid chlorine dosing system

Supply of Chlorine Testing Kit

Supplyl of Liquid Chlorine (50 Kg Cane)

Supply of Gauges as per specification

Supply of Earthing materials as per specification and site Requirment

Level Transmitter (0-5 Mtr Sensing Range)

Supply of Rubber Insulation sheet 1mt. x 2mt.x 0.025 mtr.

Supply of 125 Amp. TPN Main Switch

Tools and Spanners –

Installation, commissioning and Testing of all pumping plant & Accessoriees complete

Internal & External Electrification of pump house for Proposed Tubewell

One Month Trial Running & Five month Maintenance including watch & ward.

Automation of pumping plant For 6 Nos Pumping plant

Web based Intelligent Remote Terminal Units (IRTU) with Analog and Digital parameters and features as specified to store and transmit data on GSM backbone to LMS. And also compatible to communication for one pumps.

GSM Based wireless communication system capable to transfer data from remote sites control station with antenna.

Intelligent Energy Meter.

Valve actuator size 150mm.

Actuator panel

Level Transmitter (0-5 Mtr Sensing Range)

Isolation transformer

Auto phase reversible Unit (0-40 HP)

SITC of Hydrostatic level transmitter with non vented pressure sensor 30mtr. to 50mtr.sensor cable and necessary accessories, complete as per technical specifications. Hydrostatic level transmitter should be capable of transmitting data to existing SCADA system and M&E portal.

Pressure Transmitter 4-20 Ma Two Wire, 24 VDC 0-15 PSI

Cables

(i) 2 Core 1.5sq.mm. (100 Mtr Each)

(ii) 4 Core 2.5 sq.mm. (40 Mtr Each)

(iii) 10 Core 1.5 sq.mm. (30 Mtr Each)

PVC conduit Pipe.

(i) 1.5” (10 Mtr Each)

(ii) 1” (10 Mtr Each)

AC & DC Relay lugs etc.

Electromagnetic Insertion type Flow Meters for line sizes 150mm

Installation, Testing, commissioning & customization of iRTU/PLC & software