Lalkuan Water Supply Scheme under AMRUT 2.0 Programme

Amount

Civil Works

OHT - 200 KL, Staging - 20 m)

Survey, Soil Tesing, Design, Drawing and Construction of RCC O.H.T of 200 KL capacity (In Kiloliters) and 20m. 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 locking 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 including supply of all materials, labour, T&P etc. required for proper completion of work.

Additional rates for staging per meter height beyond 12 m height including cost of all material, labour, shuttering, scaffolding, T&P etc. complete for 200 KL capacity (In Kiloliters) Over Head Tanks.

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

OHT - 410 KL, Staging - 18 m)

Suvey, Soil Tesing, Design, Drawing and Construction of RCC O.H.T of 410 KL capacity (In Kiloliters) and 18m. 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 locking 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 including supply of all materials, labour, T&P etc. required for proper completion of work.

Additional rates for staging per meter height beyond 12 m height including cost of all material, labour, shuttering, scaffolding T&P complete for following capacity (In Kiloliters) Over Head Tanks.

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

Pump House

Design, Drawing, Supply of all Materials, Labours, T&P etc.and Construct a Pump House With Size (4.50 m x 3.0 m) along with Attendant Room with size (4.3 m x 3.0 m) , kitchen and W.C. including girder (ISMB) arrangement for shifting the pump, height of girder from plinth level should not be 4.5 m. For Zone-1 (1 no.), Zone-2 (1 no.) & For Zone-3 (1 no.)

Rising Main

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

100 mm dia

150 mm dia

Providing and laying D.I specials of class K-12 (@ 5% of pipe weight), Mechanical Jointing as per IS: 9523-2000. Upto 600 mm Dia.

Excavation in soil mixed with shingle, boulders etc. requiring 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.

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

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

Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer in charge - for bituminous road

Dismantling 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 : Water bound macadam road

Dismantling of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.

C.C. Road

Reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.

Concrete Tiles Road

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 aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars

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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Grade-2

Excavation in soil mixed with shingle, boulders etc. requiring 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 & Fixing Ultrasonic Water Flow Meter for Bulk pipe lines inline type, flange end with Integral mounted, Flow rate & Totaliser display, Battery operated (with five year battery life) Communication : UART/RS485, suitable against antifraud attempts etc. including all necessary fittings complete.

200 mm dia nominal bore

250 mm dia nominal bore

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 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 0.35 x 0.35 x 0.60 cm for Air valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks

Installation of Product Pipe by Auger Boring method including making of entry and exit pits, all related civil works like excavation, horing/ strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit and after project completion as per the instructions of the Engineer-in-charge all complete except the cost of the pipe. (upto 80 meter installation length) Upto 300 mm dia (In all type of Soil)

Disposal of surplus earth upto a distance of 8.0 Km including loading, transporting, unloading to approved dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

Reinstatement of drains, damaged at the time of laying of sewer lines :- K.C. Drain

House Service Connection

Shifting of old house connection from existing to new pipe line with MDPE pipe with 20 mm dia confirming to ISO 4427 :1996 including supply & fixing of flow control NRV (Avg. flow 5 lpm) including supply of AMR water meter class 'B' multizet as per ISO 4064 :2005 with meter box including supply of all materials, labour, T&P etc. required for proper completion of work.

Providing new connection with MDPE pipe with 20 mm dia confirming to ISO 4427 :1996 including supply of fixing of flow control NRV (Avg. flow 5 lpm) including supply of AMR water meter class 'B' multizet as per ISO 4064 :2005 with meter box. including supply of all materials, labour, T&P etc. required for proper completion of work.

SITC of Fixed Network Gateway with Omni Antennas for best connectivity to the water meter AMR. 4G / LAN / Wi-Fi setup required for sending data to server range upto 5 Km. etc complete.

Boundary Wall & Gate

Supply of all labour, materials, and T&P etc. and construct boundary wall at proposed water works site including barbed wire fencing.

Supply of all labour, materials, and T&P etc and privide 3.6 m wide M.S. gate with pillars as per departmental type design, at proposed water works site.

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with common burnt clay non modular bricks.

Supplying and filling in plinth with sand including watering, ramming, consolidating and dressing complete in proposed water works.

E&M Works

Construction of 1No. 200mm dia, 180Mt. deep Tubewell. (Zone-1)

Construction of Tube well by Heavy Duty Rig Machine in the strata of large Boulder and hard stone at Bhavar area from G.L to 180.00MBGL to lower the assembly of 200mm dia to get sand freeminimum yield of 750 lpm at 4.5 mt depression complete as per following work (i) Transportation of Rig machine, compressor O.P. unit, T & P and other equipments up to site & back transportation after completion of work.- 1 Job (ii) Installation of Rig machine, Camp equipage after site clearance. - 1 Job (iii) Drilling 450mm dia size final bore from G.L. to 180.00 MBGL . - 1 Job (iv) Arrangement of water. - 1 Job (v) Geophysical logging of bore well to recording a physical parameter that may be interpreted in terms of formation characteristics, ground water quantity and physical structure of the bore hole after drilling. - 1 Job (vi) Preparing and Lowering of tube well assembly 300mm dia. Plain/ Slotted pipe form G.L. to 180MBGL. - 1 Job (vii) Pea-Gravel Feeding from 180MBGL to G.L. around the annular space. - 1 Job (viii) Dismantling of Rig machine after completion of work. Fitting of girder, clamp and well cap.- 1 Job (ix) Collection of strata sample in box.- 1 Job

Supply & lowering of Tubewell assembly. (Zone-1)

Supply of 200mm dia 8.0 mm thick M.S.E.R.W. Plain pipe.

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

Supply of 200x100mm dia size M.S Girder 4Mt. Long.

Supply of 200mm dia Bail plug with hook.

Supply of M.S. heavy duty D.E clamp suitable for 200mm dia.

Supply of 200mm dia well cap.

Supply of pea-Gravel 2.00 mm to 4.00mm.

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 750 LPM including erection of O.P. Unit and dismantling after work as per specification.

Geohydrologgical survey of site

Chemical & Bacteriological Test of water

Construction of 1No. 300mm dia, 225Mt. deep Tubewell. (For Tubewell Zone-2 & Zone-3)

Construction of Tube well by Heavy Duty Rig Machine in the strata of large Boulder and hard stone at Bhavar area from G.L to 225.00MBGL to lower the assembly of 300mm dia to get sand freeminimum yield of 1375 lpm at 4.5 mt depression complete as per following work (i) Transportation of Rig machine, compressor O.P. unit, T & P and other equipments up to site & back transportation after completion of work.- 1 Job (ii) Installation of Rig machine, Camp equipage after site clearance. - 1 Job (iii) Drilling 550mm dia size final bore from G.L. to 225.00 MBGL . - 1 Job (iv) Arrangement of water. - 1 Job (v) Geophysical logging of bore well to recording a physical parameter that may be interpreted in terms of formation characteristics, ground water quantity and physical structure of the bore hole after drilling. - 1 Job (vi) Preparing and Lowering of tube well assembly 300mm dia. Plain/ Slotted pipe form G.L. to 225MBGL. - 1 Job (vii) Pea-Gravel Feeding from 225MBGL to G.L. around the annular space. - 1 Job (viii) Dismantling of Rig machine after completion of work. Fitting of girder, clamp and well cap.- 1 Job (ix) Collection of strata sample in box.- 1 Job for Tubewell Zone-2 & Zone-3 (2Nos.x225Mtr.)

Supply & lowering of Tubewell assembly. (For Tubewell Zone-2 & Zone-3)

Supply of 300mm dia 8.0 mm thick M.S.E.R.W. Plain pipe. (2x195)

Supply of 300mm dia 8.0 mm thick M.S.E.R.W. Slotted pipe. (2x30)

Supply of 200x100mm dia size M.S Girder 4Mt. Long. (2x2)

Supply of 300mm dia Bail plug with hook. (2x1)

Supply of M.S. heavy duty D.E clamp suitable for 300mm dia. (2x1)

Supply of 300mm dia well cap. (2x1)

Supply of pea-Gravel 2.00 mm to 3.00mm. (2x50)

Development of Tubewell by 350 PSI/1100CFM air comperssor. (For TW Zone-2 & Zone-3)

Development by Air compressor including erection of Air compressor unit and dismantling after work as per specification. (2x50)

Development of Tubewell by O.P. unit of suitable capacity. (For TW Zone-2 & Zone-3)

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. (2x45)

Geohydrologgical survey of site (2x1)

Chemical & Bacteriological Test of water (2x1)

S.I.T.C. of Submersible Pumping Plant with Accessories for Proposed Tubewell (Zone-I)

Supply of Submersible pump and motor set: 600 L.P.M. discharge at 90 mts. NEH.

Supply of Submersible pump and motor set: 600 L.P.M. discharge at 90 mts. NEH. as spare.

Supply of Fully automatic Air cooled Auto-Transformer Starter cum panel of 20HP as per spacification .

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

Supply of of 10 sq.mm. 3 core Copper conductor P.V.C. insulated submersible cable

Supply of 40 KVA automatic voltage regulator (compact) servo controlled stabilizer with accessories as per specification and site Requirment

Supply of chain pulley 3 tonne capacity with 4.5mt.lift .

Supplyl of Electronic type liquid chlorine dosing system

Supplyl of Liquid Chlorine (50 Kg Cane)

Supply of Gauges as per specification

Supply of Earthing materials as per specification and site Requirment

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

Supply of 100 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

Trial Running & Maintenance including watch & ward.

S.I.T.C. of Submersible Pumping Plant with Accessories for Proposed Tubewell (Zone-II & III)

Supply of Submersible pump and motor set: 1200 L.P.M. discharge at 90 mts. NEH. (2x1)

Supply of Submersible pump and motor set: 1200 L.P.M. discharge at 90 mts. NEH. as spare. (2x1)

Supply of Fully automatic Air cooled Auto-Transformer Starter cum panel of 50HP as per spacification . (2x1)

Supply of Main piping and valves as per specification and site Requirment. (2x1)

Supply of of 16 sq.mm. 3 core Copper conductor P.V.C. insulated submersible cable (2x200)

Supply of 100 KVA automatic voltage regulator (compact) servo controlled stabilizer with accessories as per specification and site Requirment (2x1)

Supply of chain pulley 5 tonne capacity with 4.5mt.lift . (2x1)

Supplyl of Electronic type liquid chlorine dosing system. (2x1)

Supplyl of Liquid Chlorine (50 Kg Cane) (2x500)

Supply of Gauges as per specification (2x1)

Supply of Earthing materials as per specification and site Requirment (2x1)

Supply of Rubber Insulation sheet 1mt. x 2mt.x 0.025 mtr. (2x1)

Supply of 250 Amp. TPN Main Switch (2x1)

Tools and Spanners – (2x1)

Installation, commissioning and Testing of all pumping plant & Accessoriees complete (2x1)

Internal & External Electrification of pump house for Proposed Tubewell (2x1)

Trial Running & Maintenance including watch & ward. (2x1)

MASTER CONTROL STATION (MCS)

SCADA Software with unlimited Digital and Analog IO as specified; supporting 4G GPRS communication, web based server & android app compatible. The SCADA software, as delivered shall operate with a fully developed control screens, database and a communication network for seamless real time of data communication.

HP/Compaq or equivalent master control station hardware i3 processor configuration and minimum 1TB HDD, 16GB RAM 52X DVD, 20'' LED screen, mouse and key board, wifi & bluetooth.

GPRS based wireless communication system for Irtu capable to transfer data from remote sites to MCS/LMS. All accessories included with signal enhancer, antenna

AUTOMATION OF PUMPING PLANT For (Zone-I, II & III)

GSM 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 two pumps. (3x1)

GSM Based wireless communication system capable to transfer data from remote sites control station with antenna. (3x1)

Intelligent Energy Meter. (3x1)

Valve actuator size 80mm. (2x1)

Valve actuator size 150mm. (2x2)

Actuator panel (2x3)

Isolation transformer (1x3)

Cables

(i) 2 Core 1.5sq.mm. (1x3)

(ii) 4 Core 2.5 sq.mm. (1x3)

(iii) 10 Core 1.5 sq.mm. (1x3)

PVC conduit Pipe.

AC& DC, Relay lugs etc. (3x1)

Installation, Testing and commissioning. (3x1)

Auto phase reversal unit 20-40H.P. (1x1)

Auto phase reversal unit 40-100H.P. (1x2)

Operation & Maintenance of scheme for a period of 5 Years including the cost of Repair maintenance, Staff & Chemicals but excluding fuel & Electricity charges

O&M cost for 1st Year

O&M cost for 2nd Year

O&M cost for 3rd Year

O&M cost for 4th Year

O&M cost for 5th Year

M/s Kashmirilal Constructions Pvt. Ltd.