Construction of Kaluwala Badowala Water Supply Scheme

Construction of Kaluwala Badowala Water Supply Scheme Including Supply, Installation, testing & commissioning of Distribution System, repairing of OHT etc complete.under Jal Jeevan Mission Program.

1.0 Tube Well(Source) & Related Components- Tube Well & Its Ancillary Works - Supply of submersible pumping plant (Variable discharge 2500-3000 lpm at 90 m head.

Supply Installation Testing & Commissioning of 3 phase digital rolling contact servo voltage stabilizer sutiable for unbalance voltage & unbalance load including fixing of proper size copper lugs on input & out put cables on both ends including 5 year cost free maintenance

SITC on trunky basis for fully automatic pump automation control panels of 90 HP having intelligent unit having field programmable logic controllers based SCADA oprated pump motors start run control, protect against faults automatically oprated control and data acquisition system at pumping water supply scheme & two years free of cost AMC for warranty period of following duties as per specification sheet enclosed &suitable for integration in the exisisting system including cartage from works of manufacturer up to site of work

IOT based monitoring system includingsencor system including all pressure sensor mechinnical flow meter sensor , chlorine sensor with all including accessories

2.0 Raw Water Rising Main & (OHT/GLSR/CWR) - Supply of all Materials, Labours, T&P etc. and repair Pump House with size ( 3.6 x 3 m) as per design and drawings, including cost of all Labour & Fittings all complete.- Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per directionof Engineer - in - charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).

Providing laminated veneer lumber conforming to IS:14616 and TAD -15: 2001 (Part B) in factory made frames of doors, windows, clerestory windows and other frames, wrought framed and fixing in position with hold fast lugs or with dash fasteners of required

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.

RCC 1:1.5:3 with cement, coarse sand and 20 mm gauge stone ballast in lintals, beams, sunshades door and window sills, bed plates including supply of reinforcement and its bending but including its fixing and binding the same with 5 mm thick binding wire

centring and shuttering including struting ropping etc and removal of form for column pillars piers abutment posts and struts

40 mm thick PC 1:2:4 with cement coarse sand and 20 mm gauge stone ballast in flooring, laid in panels finished with 3 mm floating coat of neat cement and including 75 mm thick base concrete consisting of 1:4:8 cement, local sand & 40 mm stone ballast.

Distempering with oil bound washable distemper of approved brand and New work (two or more coats) over and including water tinnable priming coat with cement primer

finishing exterior walls with water proofing cement paint of required shade with two or more coats applied @ 3.84kg/10sqm over one coat of white washing including supply of all material labour t&p etc required for proper completion of work

providing & fixing of Ist class quality ceramic glazed wall tiles confirming to IS:156222 of approved make in white / every colours of any size over 12 mm thick bed of cement mortar 1:3 and jointing with grey cement [email protected] per sqm including pointing in white cement mixed with pigment of matching shade complete. in all inner side of wall up to door level of pump house

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

75 mm thick base concrete consisting of 1:4:8 cement, local sand & 40 mm stone ballast.

SITC of dry dial, Woltman type, Magnetically coupled class-B tamper proof Bulk Water Meters with removable mechanism, magnetic drive, hermetically scaled, pre-equipped for remote reading as per IS:2373-1981 and ISO:4064 standard with EEC/MID certification mark shall be with protection class of IP68 for wireless AMR water meter with guarantee/warranty of following sizes- EMF200 for DN 200 mm

EMF300 for DN 300 mm

Constructing masonry Chamber, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Bulk water meter, 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 ), 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.

Making of Scheme design board with iron material

Refurbishment of existing Over Head Tank - For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/running metre and while the surface is tacky filled the groove upto surface with crystalline- Circumference= 40 mtr Height=4.20 mtr Bottom joint= 20x1=20 mtr Lift Jiont = 28X4 = 1112 Mtr Total length =132 mtr

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subw- For vertical surface two coats @ 0.70 kg per sqm Total Internal area= 28x4.20=84 sqm

For horizontal surface one coat @1.10 kg per sqm. Radius=3.184 mtr

Water proofing treatment with fixing of 20 mm dia, 230 mm long @ Imc/c for injecting/grouting of cement paste mixed with sika latex SBR 100 water proofing copound with manualy/hydraulic pumping machine including making V groove (3''x6'') and clearing of j - For Bottom Area=As per above calculation=40.00 sqm For Top area=As per above calculation=40.00 sqm

Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.

Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water by pumping

Supply & Fitting of wire mesh jaali iron angle etc all complete. On Tank.

Painting on concrete/steel surface with Epoxy painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification.

350 KL OHT

20 mm Pipe Ladder (.015*6.28*50)

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

75 mm thick base concrete consisting of 1:4:8 cement, local sand & 40 mm stone ballast.

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge

First class brick work (one and half brick thick) in 1:6 cement and coarse sand including supply of all material, labour, T&P etc. in super structure.

12 mm thick PC plaster in 1:6 cement and local sand mortar including supply of all labour material, T&P etc. all complete

3.0 Distribution Network & Related Components (Kaluwala) Dismantling of Road - Dismantling of flexible pavements and disposal ofdismantled materialsupto alead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 - Consider 2% of total length

Dismantling ofcement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately- Consider 15% of total length

Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383,maximum size ofcoarse aggregate notexceeding 25 mm,mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.

Earthwork For Cutting,Filling and Disposal of Surplus Earth(Distribution Main)- 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.- 63 mm dia pipe 50 mm to 90 mm dia

70% Quantity consider for Normal Soil

30 % Quantity considered for Boulder mix soil

Providing & Laying of Pipe Line - Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts 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 Grade.Normal Pressure (PN) in 10.0 Kg/Cm2 - 63 mm dia pipe

75 mm dia pipe

90 mm dia pipe

110 mm dia pipe

Providing all materials,carting from site store to site of work,Lowering into trenches with true to alignment,Laying & Jointing of full lengtH 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 - 200 mm dia pipe

150 mm dia pipe

Interconnection of new pipe line to existing pipe line including necessary cutting, supply and Installation of required specials fittings all as per direction of Engineer-In- Charge.for Dia 100-125 mm

Valves & Chambers- Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent) PN 1.0 PN 1.0- 200 mm dia

250 mm dia

300 mm dia

Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Scour valves of approved make & design standard of following dia complete including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent) PN 1.0 PN 1.0- 80 mm dia

Constructing masonry Chamber 90x90x75 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 coarse 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 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 Scour 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

Fire Hydrant - Water connections- Providing and making house service connections from water supply distribution GI pipe line upto water meter chamber inside the property using GI pipe upto 5 metre length including supply and fixing of electrofussion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works

Shifting of Existing House service connection from existing pipe line to New pipe line inlcuding Tapping & Making ferrule connection, supply & fixing of Electrofusion saddle and ferrule of size 15 mm etc complete in all respect.

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.15 mm diameter Medium Duty (Class 'B') G.I. PIPE CONFORMING TO IS : 1239(PART-1)

4.0 Distribution Network & Related Components (Badowala) Dismantling of Road Dismantling of flexible pavements and disposal ofdismantled materialsupto alead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 - Consider 2% of total length

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately - Consider 15% of total length

Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383,maximum size ofcoarse aggregate notexceeding 25 mm,mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.

Earthwork For Cutting,Filling and Disposal of Surplus Earth(Distribution Main) 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.- 63 mm dia pipe, 75 mm dia pipe ,90 mm dia pipe to 110 mm dia pipe

70% Quantity consider for Normal Soil

30 % Quantity considered for Boulder mix soil

Providing & Laying of Pipe Line - Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts 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 Grade.Normal Pressure (PN) in 10.0 Kg/Cm2- 63 mm dia pipe

75 mm dia pipe

90 mm dia pipe

50 mm dia pipe

Interconnection of new pipe line to existing pipe line including necessary cutting, supply and Installation of required specials fittings all as per direction of Engineer-In- Charge.for Dia 100-125 mm

Valves & Chambers -Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent) PN 1.0 PN 1.0- 150 mm dia

200 mm dia

Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Scour valves of approved make & design standard of following dia complete including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent) PN 1.0 PN 1.0- 80 mm dia

Constructing masonry Chamber 90x90x75 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 coarse 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 common burnt clay F.P.S.(non modular) bricks of class designation 7.5.

Fire Hydrant - Supplying and Fixing of Fire Hydrant Valve IS 5290 (Flanged) Including carting the same upto site of work and fixing the same and water supply line Including the cost of valves,specials,labour and T&P Complete in all respect.

Water connections- Shifting of Existing House service connection from existing pipe line to New pipe line inlcuding Tapping & Making ferrule connection, supply & fixing of Electrofusion saddle and ferrule of size 15 mm etc complete in all respect.

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.15 mm diameter Medium Duty (Class 'B') G.I. PIPE CONFORMING TO IS : 1239(PART-1)