Madmanley Batukeshwar GOV Pumping Water Supply Scheme

Amount

INTAKE WORKS

Provide all materials, labour, T&P and construct RCC weir across the river at the left bank of Batukeshwar Gad as per type design.

Providing and fixing of french well as per type design

Protection works R R 1:6 as per type design and drawing

Site clearance & other unforseen items.

TREATMENT PLANT

Supply of all materials, labour, T&P and construct 1.0 MLD capacity treatment works for 24 working hours a day consisting of slow sand gravity filter and other connected appurtenant works including cartage of material upto site required for proper completion of work.

Boundry Wall Excavation of earth work in ordinary rock by mechanical/manual means in foundation trenches (including lift upto 1 m & lead upto 30m) filling watering, ramming of excavated earth into the trenches or into the space between the building & the side of foundation trenches.

Providing and laying in position cement concrete of specified grade in 1:4:8 in 40mm stone aggregate excluding cost of centering and shuttering

Random Rubble masonary with hard stones including levelling up with cement concrete 1:6:12 in 20mm stone aggregate

Brick work with common burnt F.P.S(non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: cement mortar 1:6

Plastering with in proportion of 1:4 cemnt, sand with minimum thickness 2cm including supply of all steel, labour, T&P, etc complete for the proper completion of the work.

Finishing walls with water proofing cement paint(snowsem) of required shade(two or more coats applied @ 3.84kg/10sqm)

Connecting Pavement Providing and laying in position cement concrete of specified grade in 1:4:8 in 40mm stone aggregate excluding cost of centering and shuttering

Supplying and fixing rolling shutters of approvedmake, made of requiredsize M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted onspecially designedpipe shaft with brackets, side guides and arrangements for inside andoutside locking with push and pull operation complete, including thecost of providing and fixing necessary 27.5 cm long wire springsmanufactured from hightensile steel wire of adequate strengthconforming to IS: 4454 - part 1 and M.S. top cover of required thicknessfor rolling shutters. Use 80x0.90 mm M.S. laths with 0.90 mm thick top cover

Protection works RR 1:6 as per type design drawing

CWR & SUMP Supply of all materials, labour, T&P etc and construction of R.C.C. of following capacities ( in kiloliters ) with M.S. ladder outside and inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixiing of outlet, inlet, over flow 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 pipes, ladder, M.S. M.H. cover, etc. complete with approved water proofing (apex)/enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8.00 MT/M2

SUMP 40 KL

SUMP 160 KL

SUMP 600 KL

TOP CWR 50 KL

Village Reservior 7.50 KL

Village Reservior 15.00 KL

Village Reservior 17.50 KL

Village Reservior 20.00 KL

Village Reservior 25.00 KL

Village Reservior 30.00 KL

Village Reservior 35.00 KL

Village Reservior 50.00 KL

Supply of all materials labour T&P etc and install chlorinating chamber as per type design and drawing complete including supply and installation of bucket type chlorinator of 25 liters capacity.

Protection works R R 1:6 as per type design and drawing

Excavation of earth work in ordinary rock by mechanical/manual means in foundation trenches (including lift upto 1 m & lead upto 30m) filling watering, ramming of excavated earth into the trenches or into the space between the building & the side of foundation trenches.

Providing and laying in position cement concrete of specified grade in 1:4:8 in 40mm stone aggregate excluding cost of centering and shuttering

Random Rubble masonary with hard stones including levelling up with cement concrete 1:6:12 in 20mm stone aggregate

Brick work with common burnt F.P.S(non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: cement mortar 1:6

Plastering with in proportion of 1:4 cemnt, sand with minimum thickness 2cm including supply of all steel, labour, T&P, etc complete for the proper completion of the work.

Finishing walls with water proofing cement paint(snowsem) of required shade(two or more coats applied @ 3.84kg/10sqm)

Providing and laying in position cement concrete of specified grade in 1:4:8 in 40mm stone aggregate excluding cost of centering and shuttering

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strengthconforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. Use 80x0.90 mm M.S. laths with 0.90 mm thick top cover

RISING MAIN Providing of all material, carting from site store to site of works, lowering into trenches with true to alignment, laying of API pipes confirming to API 5L, joining by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of works with testing pipelines etc. complete.

150 X 6.4 mm dia

150 X 5.6 mm dia

100 X 4.0 mm dia

Excavation of earth work in ordinary rock by mechanical/manual means in foundation trenches (including lift upto 1 m & lead upto 30m) filling watering, ramming of excavated earth into the trenches or into the space between the building & the side of foundation trenches. Soil mixed with boulder and bajri

Excavation of earth work in ordinary rock by mechanical/manual means in foundation trenches (including lift upto 1 m & lead upto 30m) filling watering, ramming of excavated earth into the trenches or into the space between the building & the side of foundation trenches. Medium rock

Supply of the following cast carban steel Sluice valves confirming ASA 300 specifications end flanges cast integral serrated finish, raised face, Wedge gate solid direct hand wheel operation to site of work. 150 MM DIA

Supply of the following cast carban steel Sluice valves confirming ASA 300 specifications end flanges cast integral serrated finish, raised face, Wedge gate solid direct hand wheel operation to site of work. 100 MM DIA

Supply of the following cast carban steel swing check valves confirming ASA 300 specifications end flanges cast integral serrated finish, raised face to site of work. (contractor shall submit manufacturer's test certificate regarding material used, test pressure / working pressure of valves) Cast carban Steel sluice valve W.P. 30 kg/sq cm as per ASA 300 150 MM DIA

Supply of the following cast carban steel swing check valves confirming ASA 300 specifications end flanges cast integral serrated finish, raised face to site of work. (contractor shall submit manufacturer's test certificate regarding material used, test pressure / working pressure of valves) Cast carban Steel sluice valve W.P. 30 kg/sq cm as per ASA 300 100 MM DIA

Supply of cast carbon steel heavy duty double acting Air release valves to site of works, (contractor shall submit manufacturer's test certificate regarding material used, test pressure/ working pressure of valves) Cast carban steel swing check valves W.P. 30 kg/sqcm as per ASA 300 50 MM DIA

Supply of all materials, labours, T&P etc and construct sluice valve/ reflex valve chamber as per type design complete.

Supply of all materials, labours, T&P etc and construct air valve chamber as per type design complete.

Provision for metaled road cutting to lay the pipes along the alignment of pipe line & its reinstatement.

Protection works R R 1:6 as per type design and drawing

Site clearance & other unforseen items.

SUPPLY MAIN Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of works with testing pipelines etc. complete. Thickness 3.2 mm

32mm dia

40mm dia

50mm dia

65mm dia

80mm dia

100 mm dia

150 mm dia

Excavation of earth work in ordinary rock by mechanical/manual means in foundation trenches (including lift upto 1 m & lead upto 30m) filling watering, ramming of excavated earth into the trenches or into the space between the building & the side of foundation trenches. Soil mixed with boulder and bajri

Excavation of earth work in ordinary rock by mechanical/manual means in foundation trenches (including lift upto 1 m & lead upto 30m) filling watering, ramming of excavated earth into the trenches or into the space between the building & the side of foundation trenches. Medium rock

Supply and fixing of the following fittings including cartage of materials, labours, T&P etc complete. Gate valves (Class-I) as per IS: 788/1997 32mm dia

40mm dia

50mm dia

65mm dia

80mm dia

100mm dia

150mm dia

Supply of all materials, labours, T&P etc and construct sluice/ wheel valve chamber as per type design complete.

Provision for metaled road cutting to lay the pipes along the alignment of pipeline & its reinstatement.

Protection works R R 1:6 as per type design and drawing

Site clearance work charge and other unforeseen items.

ANCHOR BLOCK

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. above plinth level up to floor five level, excluding cost of Centering, Shuttering, Finishing and Reinforcement : 1:1.5:3 (1 Cement: 1.5 Coarce Sand: Grade 3 is to 3 parts graded stone agregate) 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.

PUMP HOUSE

Supply of all materials, labours, T&P etc and construct pump house of 7.5 m x7.0 m x 5.6 m internal size including construction of plateform for pumps & morters, supporting pillers as per Type design & drawing.

Boundary wall Excavation of earth work in ordinary rock by mechanical/manual means in foundation trenches (including lift upto 1 m & lead upto 30m) filling watering, ramming of excavated earth into the trenches or into the space between the building & the side of foundation trenches.

Providing and laying in position cement concrete of specified grade in 1:4:8 in 40mm stone aggregate excluding cost of centering and shuttering

Brick work with common burnt F.P.S(non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: cement mortar 1:6

Plastering with in proportion of 1:4 cemnt, sand with minimum thickness 2cm including supply of all steel, labour, T&P, etc complete for the proper completion of the work.

Finishing walls with water proofing cement paint(snowsem) of required shade(two or more coats applied @ 3.84kg/10sqm)

Connecting Pavement Providing and laying in position cement concrete of specified grade in 1:4:8 in 40mm stone aggregate excluding cost of centering and shuttering

Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length andjointed together at the end by end locks, mounted on specially designedpipe shaft with brackets, side guides and arrangements for inside andoutside locking with push and pull operation complete, including thecost of providing and fixing necessary 27.5 cm long wire springsmanufactured from high tensile steel wire of adequate strengthconforming to IS: 4454 - part 1 and M.S. top cover of required thicknessfor rolling shutters. Use 80x0.90 mm M.S. laths with 0.90 mm thick top cover

Protection works RR 1:6 including T&P and all works complete.

Stage-I: Centrifugal Pump (820 LPM, 380 M Head)

Electric Motor

400 Amps Main Switch

Base Plate

Fully Auotomatic Auto Transformer Starter

Control Panel

Power Wiring & Earthing Material

Main Piping & Valves

Gauges

H.O.T. Crane 3 Tonne capacity

Stage-II: Centrifugal Pump (820 LPM, 480 M Head)

Electric Motor

400 Amps Main Switch

Base Plate

Fully Auotomatic Auto Transformer Starter

Control Panel

Power Wiring & Earthing Material

Main Piping & Valves

Gauges

H.O.T. Crane 3 Tonne capacity

Stage-III: Centrifugal Pump (230 LPM, 150 M Head)

Electric Motor

400 Amps Main Switch

Base Plate

Fully Auotomatic Auto Transformer Starter

Control Panel

Power Wiring & Earthing Material

Main Piping & Valves

Gauges

Chain Pully Block

Tools for all stages

Fire extinguisher (6 Kg.) System

Supply of material i.e. Almirah, Table etc.

Rubber Resistance Sheet (1×2×0.015 M)

Installation & commissioning of Pumping Plants & related acceessories for all stages.

Testing (all stages) : At Works

Testing (all stages) : At Site

Painting (all stages)

Carting for all stages

Maintenance (12 Months) (all stages)

S.I.T.C. of Transformer

(i) Stage-I (200 KVA)-2 Nos.

(ii) Stage-II (400 KVA)-2 Nos.

S.I.T.C. of H.T. Panel

Rubber Resistance Sheet (1×2×0.025 M)