Construction of Barheni (MVS) Water Supply Scheme including, Supply Installation, testing and commissioning of Rising Main, Distribution System, Construction of OHT all appurtenance work etc. complete within Jal Jeevan Mission program under Bazpur

Rates for Construction of Barheni (MVS) Water Supply Scheme including, Supply Installation, testing & commissioning of Rising Main, Distribution System, Construction of OHT all appurtenance work etc. complete within Jal Jeevan Mission program under Bazpur Block.

CONSTRUCTION OF OHT (250 KL, Staging - 18 m) & SLUICE VALVE CHAMBER

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.

Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase 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 coarse sand : 4"graded stone aggregate 20 mm nominal size ) 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

CONSTRUCTION OF PUMP HOUSE (3.50 X 3.0 M) WITH ATTENDANT ROOM (4.3 X 3.0 M)

Supply of all Materials, Labours, T&P etc. and Construct a Pump House With Size (3.50x4.50m) Along with attendant Room with size (3.00mx3.50m), Kitchen and W.C. as per Design and Drawings, all complete.

CONSTRUCTION OF SEPTIC TANK & SOAK PIT

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 up to 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.

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 up to 1.5 m.

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 : 8 graded stone aggregate 40 mm nominal size).

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. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars

Centering and shuttering including strutting, roping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.

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)

Honey-comb brick work 10/11.4 cm thick with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand).

S/Filling brick ballast 90 mm to 40 mm size

12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement : 3 fine sand)

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc as required. MS Manhole cover.

CONSTRUCTION OF RISING MAIN

Providing of all materials, carting from site store to site of work, Lowering into trenches with true alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) / Ductile Iron Pipes including supply of ''EPDM" rubber gaskets conforming to IS : 5382-1985 with testing of pipe line complete. DI K-9 pipe confirming to IS:8329/2000 : 150 mm dia

Providing push-on-joints to Centrifugally (spun) cast Iron pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 150 mm dia

Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000 Upto 600 mm dia

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.

DISTRIBUTION SYSTEM :-

Providing, Lowering into trenches with true to alignment, Laying & Jointing including specials of full lengths of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials.PE 100 PN-6 63 mm

Dismantling manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material with in 50 meter 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 with in 50 meter 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 (6346 x 0.7 m length)

Concrete Tiles Road (523 x 0.7 m length)

Dismantling and reinstatement of Bituminous Road (Not PWD Road) (477 x 0.7 m length)

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. 63 mm (25219 x 0.66 x 1.063)

Providing and fixing Ultrasonic Water Flow Meter for Bulk pipe Line 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. 80 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 for Air valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks

House Service Connectiom - 1413 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 (16x1413x0.45x0.60) 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. (16 Meter) 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 PTMT bib cock of approved quality and colour. 15mm 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.

ELECTRICAL & MECHANICAL WORKS Construction OF 300 MM DIA. 150 MT DEEP TUBEWELL.

Rate of the Drilling & Development of TUBE WELL by heavy duty direct rotary rig machine. Transportation of suitable truck mounted rig machine, air compressor, OP unit, camp equipage connected T&P and necessary accessories, casing pipe, tubewell assembly, housing pipe etc. including loading, unloading, creation and leveling of rig machine upto site of work etc. complete in all respect as per direction of Engineer in charge, required for dirlling and development of tubewell.

(i) Erection and levelling of rig machine and camp equipage at site of work.

Drilling of 550 mm dia bore by heavy duty direct rotary rig machine in alluvial, boulders, pebbles, rockey stone, sticky clay etc from ground level upto entire depth for 300mm dia linear assembly.

Procurement of TW assembly as below (i) 300mm dia. 7.90 mm thick. (a) Blind & Threaded.

(b) Slotted & Threaded.

(ii) 300 mm dia Bail Plug.

(iii) 300 mm dia MS well cap.

(iv) 300 mm dia MS clamp with nut & bolts.

(v) Supply of Pea gravel of size 1.06 mm to 4.8 mm.

(vi) Surrounding of pea gravels in between bore and tube well assembly upto entire depth of tube well ordered by the government.

Preparing & lowering of tube well assembly starting from G.L. to the required depth including cutting, welding as required at site complete with all T&P required. (i)Fixing of 300 mm dia bail plug with Nut & U-Bolt.

(ii) Lowering of 300 mm dia MSERW housing pipe (Plain & Slotted pipe) as required

(iii) Fixing of 300 mm dia, 8 mm thick tube well cap.

(iv) Fixing of 300 mm dia M.S.D.I. housing clamp.

Dismantaling of Rig machine & clearance of site after satisfactory completion of work.

Development of T/W by 350 PSI/1400 CFM air compressor unit to the satisfaction of enggineering incharge t give sand free discharge and proper packing of pea Gravels at least for 70 Hrs.

Development of T/W by the suitable submersible OP unit complete with Lowering and lifting of pumping plant having 2000 LPM discharge approximate including running of OP unit and weld testing of tube well by V Notch atleast for 60 Hrs to the satisfactory completion of work.

SUBMERSIBLE PUMPING PLANT AND ACCESSORIES FOR TUBEWELL

S/o Submersible pump set of 1000 LPM, 65 Mt. head suitable for 300 mm dia Assembly operating at 3 phase 50Hz AC supply.

S/o Spare Pump Set of same duty.

S/o Control panel cum ATS starter complete with accessories suitable for 30 H.P.

S/o Submersible copper cable size 1x3x10 sq.mm.

S/o Main piping and valve with all accessories of 100mm size i.e. sluice valve 2 Nos., reflex valve 1No., Tee 1No., Bend D/F pipes and 100mm dia M.S. column pipe with top pipe in 3mt. Length, complete with interlocking arrangement 60Mt.

S/o Pressure gauge with fitting.

S/o Chain pulley block of 3.0Tonne capacity 4 Mt. lift spur gear tested on 4.5Ton load.

S/o Chemical earthing material for 30 HP pumping plant including earth electrode, aluminium earth strip etc as per I.E. rules.

S/o Main Switch 100 Amp.

S/o Rubber Insulation sheet 1 Mt.x2 Mt.x .025Mt.

S/o 60 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

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

Installation, Commissioning & Testing of pumping plant and all accessories.

Intelligent 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 relays and necessary wiring complete in all respect.

Internal & external Electrification of Pump house.

1 Month trial running and 5 months maintenance including watch & ward.

M/S RAJESH PRATAP SINGH

M/S KAUSHAL PATI TRIPATHI