Lalkuan Bangali Colony and Hathi Khana Water Supply Scheme under State Sector Programme

Amount

(OHT capacity - 900 KL, Staging - 25 m)

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.

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 (3.50 m x 3.0 m) Along with Attendant Room with size (4.3 m x 3.0 m) , kitchen and W.C. as per Design and Drawings, all complete. (2 nos.)

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 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 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.

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 - By Mechanical Means 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

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 and reinstatement 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 (0.80 m x 3343 m )

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 (0.8 m x 358 m length)

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 & 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

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

Instalation 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)

House Service Connection

Shifting from old connection to new connection

New Connections

Boundary Wall & Gate

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

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.

Electromagnetic type AMR Domestic Water Meters with box complete (IoT Based).

Providing, Installation, Testing And Commissioning Of Electromagnetic type, RF based, AMR Domestic Water Meters Pre Equipped With communication capability with RTU/PLC Rf Based Automated Meter Reading Facility With Rustbelts And Necessary Accessories Conforming To ISO 4064: Class B , IP-68 With Copper Can Register With ISI / Eec / Mid Marked With 5 Years Warranty this Will Be Suitable For Following Water Line Sizes

15mm AMR Water Meter Class-B Multijet as per IS 779-1994 or ISO-4064-2005 CE mark IP-68 along with -(i)LORA Based AMR Module of upto 5 km range and with frequency band 865 MHz, maximum power upto 20.5 DBM.(ii) Non rechargble Lithium Ion battery with 5 Years Battary Life considring 1 reading /Day with Reverse Meter detection.

SITC of Fixed Network Gatway with Antennas for best connectivity to the Water Meter AMR.4G /LAN / Wi-Fi Setup Required for Sending DATA to Server Range Upto 5 km Communication, all field Instrument & Radio frequency based AMR Meter communication etc Complete(Depends on Site Location)

SITC of Simple and user friendly AMR softaware Interface for Viewing each Water Meter data for water consumption status, Battery consumption status and meter working status etc Complete.

Annual Cloud Server Charges per water meter

Polycarbonate Box Blue with transparent lid,must have option to seal the box, min three seal option with two iron angle to fix the box. Size- length-255mm , width-210 mm,height- 190 mm

E&M Works

Construction of 2 Nos. 300mm dia, 225Mt. deep Tubewell

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 free minimum yield of 1450 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.-2 Jobs (ii) Installation of Rig machine, Camp equipage after site clearance. - 2 Jobs (iii) Drilling 550mm dia size final bore from G.L. to 225.00 MBGL . - 2 Jobs (iv) Arrangement of water. - 2 Jobs (v) Geophysical logging of borewell 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. - 2 Jobs (vi) Preparing and Lowering of tube well assembly 300mm dia. Plain/ Slotted pipe form G.L. to 225MBGL. - 2 Jobs (vii) Pea-Gravel Feeding from 225MBGL to G.L. around the annular space. - 2 Jobs (viii) Dismantling of Rig machine after completion of work. Fitting of girder, clamp and well cap.- 2 Jobs (ix) Collection of strata sample in box.- 2 Jobs (225Mtrs.X2)

Supply & lowering of Tubewell assembly.

Supply of 300mm dia 8.0 mm thick M.S.E.R.W. Plain pipe.(195x2)

Supply of 300mm dia 8.0 mm thick M.S.E.R.W. Slotted pipe.(30X2)

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

Supply of 300mm dia Bail plug with hook.(1x2)

Supply of M.S. heavy duty D.E clamp suitable for 300mm dia.(1x2)

Supply of 300mm dia well cap.(1x2)

Supply of pea-Gravel 2.00 mm to 3.00mm.(50x2)

Development by Air comperssor.

(i) Erection of compressor and T&P. (1X2)

(ii) Development by compressor.(50x2)

(iii) Dismantling of above. (1x2)

Development by O.P. unit

(i) Erection and lowering of O.P Unit.(1x2)

(ii) Development by O.P unit to get 1500LPM discharge.(45X2)

(iii) Dismantling of O.P unit and site clearance.(1X2)

Chemical & Bacteriological Test (1X2)

Hydro-geological Survey (1X2)

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

Supply of Submersible pump and motor set: 1150 L.P.M. discharge at100 mts. NEH. (1X2)

Supply of Submersible pump and motor set: 1150 L.P.M. discharge at 100 mts. NEH. as spare. (1X2)

Supply of Fully automatic Air cooled Auto-Transformer Starter cum panel of 45HP as per spacification . (1X2)

Supply of Main piping and valves as per specification and site Requirement (1X2)

Supply of of 16 sq.mm. 3 core Copper conductor P.V.C. insulated submersible cable (200x2)

Supply of 100 KVA automatic voltage regulator (compact) servo controlled stabilizer with accessories as per specification and site Requirment (1X2)

Supply of chain pulley 5 tonne capacity with 4.5mt.lift . (1X2)

Supply of Electronic type liquid chlorine dosing system (1X2)

Supply of Liquid Chlorine (50 Kg Cane) (500x2)

Supply of Gauges as per specification (1X2)

Supply of Earthing materials as per specification and site Requirment (1X2)

Supply of Rubber Insulation sheet 1mt. x 2mt.x 0.025 mtr. (1X2)

Supply of 200 Amp. TPN Main Switch (1X2)

Tools and Spanners – (1X2)

Installation, commissioning and Testing of all pumping plant & Accessoriees complete (1X2)

Internal & External Electrification of pump house for Proposed Tubewell (1X2)

Trial Running & Maintenance including watch & ward. (1X2)

AUTOMATION OF PUMPING PLANT GSM/WEB based For Tubewell

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.(1X2)

GSM Based wireless communication system capable to transfer data from remote sites control station with antenna. (1X2)

Intelligent Energy Meter.(1X2)

Valve actuator size 150mm. (2x2)

Actuator panel (2x2)

Isolation transformer (1x2)

Cables

(i) 2 Core 1.5sq.mm.(1x2)

(ii) 4 Core 2.5 sq.mm. (1x2)

(iii) 10 Core 1.5 sq.mm. (1x2)

PVC conduit Pipe.

AC& DC, Relay lugs etc. (1x2)

Installation, Testing and commissioning. (1x2)

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

BRIJ MOHAN CONTRACTOR

M/s Kashmirilal Constructions Pvt. Ltd.