Courtallam Town Panchayat - Improvements of Water Supply Scheme to Courtallam Town Panchayat Tenkasi (District) under AMRUT 2.0 Scheme

Amount

Supply and delivery of the following sizes of HDPE Pipes - PE 100 - PN6 conforming to IS:4984/1995, as specified in Technical specifications in standard lengths including labour charges for loading, unloading and stacking at site etc. complete as per sta

90mm dia TWAD page no:29

110mm dia TWAD page no:29

160mm dia TWAD page no:29

DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K9 AS PER IS 8329/2000

100mm dia for SoR TWAD page no:47

150mm dia For encasing TWAD page no:47

Supply and delivery of SPECIALS FOR HDPE PIPES AS PER IS 8360/1977/Part I(Reaffirmed 1992) Part II and III (Reaffirmed 2002) of conforming to IS specifications at site of work including all taxes, duties, loading, transportation, unloading, insurance etc., complete and as directed by Engineer incharge.

90 mm HDPE 90deg Bend-PN6 TWAD page no:32

160 mm HDPE 90deg Bend-PN6 TWAD page no:32

90 mm Equal TEE-PN6 TWAD page no:32

160 mm Equal TEE-PN6 TWAD page no:32

Supply and Delivery DUCTILE IRON SPECIALS AS PER IS 9523/2000

100mm - 90 Deg D/S Bend

100mm - 45 Deg D/S Bend

100mm - A/S Tee

Supply, Delivery and fixing of DI D/F Gate valves (Soft Seated) resilient seated soft sealing gate valves (sluice valves) with body bonnet of ductile cast iron of grade GGG40 or equivalent grade, wedge fully rubber lined with EPDM, replaceable spindle nu For Isolation control

90mm dia TWAD page no:71

100 mm dia TWAD page no:71

150mm dia TWAD page no:71

For PRV 90mm dia TWAD page no:76

For Sourcing 80 mm for 90/110 mm dia pipe TWAD page no:71

100 mm for 150/160 mm dia pipe TWAD page no:71

Manufacture, Supply and Delivery of Tamper proof DI single chamber air release valves with pressure range from PN 1.0 to 2.5 with body and cover made of Ductile Iron of Grade GGG 40 or equivalent grade conforming to IS 1865 with Food Grade Epoxy Powder co

80 mm dia for 90/160 mm dia main Pg.no:71 TWAD

Construction of Valve Pit For sluice valve

For PRV Valve

For scour valve

For Air Release valve

Supply and delivery of DI D/F specials of conforming to IS 9523/2000 specifications at site of work including all taxes, duties, loading, transportation, unloading, insurance etc., complete and as directed by Engineer incharge.

For Gate Valves 90mm - G.I. Flange set Pg.no:44 TWAD

100mm - G.I. Flange set Pg.no:44 TWAD

100 mm Flanged Socket Tail Piece

100 mm Flanged Spigot Tail Piece

150mm - G.I. Flange set Pg.no:44 TWAD

For PRV 90mm - G.I. Flange set Pg.no:44 TWAD

For Score Valves 80 mm for 90/110 mm dia pipe -F/SPT DI Pipe,DI DuckFoot Bend,DI D/F Pipe,DI D/F Bend 90 Deg,DI A/S Scour TEE Pg.no:52 TWAD

100 mm for 150/160 mm dia pipe -F/SPT DI Pipe,DI DuckFoot Bend,DI D/F Pipe,DI D/F Bend 90 Deg,DI A/S Scour TEE Pg.no:52

For Air Valves 90mm - G.I. Flange set Pg.no:44 TWAD

100mm - DI Flange Tee Pg.no:52 TWAD

100 x 50 mm - DI Flange Tapper Pg.no:52 TWAD

For Orifice plate 90mm - Orifice plate TUFIDCO

Supply and delivery of MJ Collars For sluice valve Pg.no:96 TWAD

For PRV Valve Pg.no:96 TWAD

For scour valve Pg.no:96 TWAD

For Air Release valve Pg.no:96 TWAD

100 mm MJCollar

100 mm x 2.75 M F/SPT PIPE

100 mm DUCKFOOT BEND

100 mm X 0.75 M D/F PIPE

100 mm x 1.2 M D/F PIPE

100 mm SEMI CIR. BEND

100 mm 90 deg bend

100 mm X 0.75 M D/F PIPE

100 x 80 mm DI D/S Tee with Flange

80 mm X 0.75 M D/F PIPE

Lowering the following HDPEpipes and specials into trench and laying to proper grade and alignment, jointing and testing to the required pressure including conveyance of water for filling during testing.

90 mm dia Pg.no:268 TWAD

100mm diameter

110 mm dia Pg.no:268 TWAD

160 mm dia Pg.no:268 TWAD

100 mm DI Pipes Pg.no:258 TWAD

150mm DI Pipes Pg.no:258 TWAD

Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by TWAD Board Officers.

HDPE 90 mm dia Pg.no:279TWAD

HDPE 110 mm dia Pg.no:279 TWAD

HDPE 160 mm dia Pg.no:279 TWAD

Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)

100 mm DI Pipes Pg.no:264 TWAD

150mm DI Pipes Pg.no:264 TWAD

Cutting of CI and DI pipes and specials true to axis and filing smoothly and finishing the ends complete, with / without water in the pipe including labour charges, incidental and operational charges etc complete as per standard specifications and as dir

100 mm DI Pipes Pg.no:270 TWAD

150mm DI Pipes Pg.no:271 TWAD

Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials)

100 mm diameter

Testing of HDPE/ DI pipes with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stetches and attending the bursts if any occurred during the test, excluding the cost of pipes, in

90 mm dia Pg.no:270 TWAD

100 mm dia Pg.no:270 TWAD

110 mm dia Pg.no:270 TWAD

150 mm dia Pg.no:270 TWAD

160 mm dia Pg.no:270 TWAD

Disposal of surplus earth including loading and conveyance within a distance of 5 km (basic cost of earth is zero) including loading charges and Conveyance Charges of 5 kms distance. Pg.no:301 TWAD

For 90 mm, 100 mm, 110 mm, 150 mm, 160 mm HDPE pipe

Construction of Valve Chamber For isolation/Control , for scouring , for air valve

100 mm dia , 80mm valve in 100 mm main , 80mm valve in 100 mm main

Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rowsincluding painting the verti

Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical w

Labour for cutting CC roads and BT for laying the following pipes and specials etc., complete as per standard specifications and as directed by the Departmental Engineer.

For CC roads as per separate Est. Pg.no:278 TWAD

For BT roads as per separate Est. Pg.no:278 TWAD

Pilot valve system having Stainless Steel / Brass fittings with spring of stainless steel 304 as per standard parts according to DIN EN 12 266-1 and Stainless steel 316 orifice plate shall be as per the set point of flow rate, all the external control tu

90 mm dia Pg.no:74 TWAD

150 mm dia Pg.no:74 TWAD

Installation and commissioning of the Pressure/Flow Control Valve along with control interface UNIT with commissioning accessories as per the technical specification.

The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects. Coil Housing shall be fabricated from stainless steel/SS304/Die cast Aluminium/Carbon Steel with Anticorrosive paint for corrosion resistance and w

90 mm dia Pg.no:83 TWAD

150 mm dia

Construction of DMA chamber for EMFM,Flow control valves etc., -100mm and 150mm Pipe Mains

Construction of Thrust blocks using M20 grade Concrete using 20 mm Blue granite jelly for plain cement concrete, including necessary excavation,sand filling, M20 grade concrete and shuutering charges for all the sides and providing skin reinforcement for

100mm - 90 Deg D/S Bend

100mm - 45 Deg D/S Bend

100mm - A/S Tee

Dewatering using 3HP to 70HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.

Removal of hard rock by using wedging, chiseling and timming to proper shape where blasting is prohobited as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.

First depth of 2 m

Earth work open well excavation, complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metres in Hard stiff clay, stiff black cotton soil, hard red earth, shales,murrams gravel, stoney earth and earth mixed with small size boul

For first depth of 2metre

Earth work open well excavation, complying with relevant clauses of T.N.D.S.S. Well sinking and with lead up to 10 metres in soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting

Second depth 2m to 4m

Third depth 4m to 6m

Open well excavation complying with relevant clauses of T.N.D.S.S. well sinking and with lead up to 10m in Medium rock and Dense medium rock requiring blasting.

Fourth depth 6m to 8m

Fifth depth 8m to 10m

Sixth depth 10m to 12m

Earthwork - excavating and depositing on bank with an initial lead of 10 m including bailing out water with lifts indicated below including guarding and lighting in trenches for laying of pipes in Hard stiff clay, stiff black cotton, hard red earth, shale

90 mm HDPE pipes Pg.no:275 TWAD

110 mm HDPE pipes Pg.no:275 TWAD

160 mm HDPE pipes Pg.no:275 TWAD

DI Pipes

100 mm DI Pipes Pg.no:274 TWAD

150mm DI Pipes Pg.no:274 TWAD

Earth work excavation for Pipe Laying work by removing dense medium rock using controlled blasting method by drilling blast holes using compressor and jack hammer including dewatering wherever necessary, cost of gelatin, electric detonator, licensed s

Providing dowel bars of 25mm dia mild steel hooked at top including drilling holes of 40mm in hard rock to a depth of 1.00m and including dowel bars of 25mm dia such a way that 1.00mis inside hard rock 1.00m above and bend up for 0.40m length hard rock le

Supply and filling the foundatiion and basement with clear M sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by Engineer incharge.

Levelling coarse in cement concrete 1:4:8 (one cement, four sand and eight aggregate) using 40mm hard broken stone for foundation and leveling coarse including cost of all materials, mixing, placing, ramming, curing, finishing etc., complete and as direct

Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

for road restoration charge and open well

Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 X 25 X 3mm for boarding laid over I type M.

Plane Surface

0.00 to 3.30 M Below GL (Plane Surface)

3.30 to 4.30 M (Plane Surface)

7.30 to 8.30 M (Plane Surface)

11.30 to 12.30 M (Plane Surface)

14.30 to 15.30 M (Plane Surface)

15.30 to 16.30 M (Plane Surface)

Square Surface

0.00m to 3.30m below GL (Square column)

3.30m to 4.30m . (Square column)

4.30m to 5.30m . (Square column)

5.30m to 6.30m . (Square column)

6.30m to 7.30m . (Square column)

7.30m to 8.30m . (Square column)

8.30m to 9.30m . (Square column)

9.30m to 10.30m . (Square column)

10.30m to 11.30m .(Square column)

11.30m to 12.30m .(Square column)

12.30m to 13.30m .(Square column)

13.30m to 14.30m .(Square column)

14.30m to 15.30m .(Square column)

Circular Surface

0.00m to 3.30m (Round column)

3.30m to 4.30m . (Round column)

4.30m to 5.30m . (Round column)

5.30m to 6.30m . (Round column)

6.30m to 7.30m . (Round column)

7.30m to 8.30m . (Round column)

8.30m to 9.30m . (Round column)

9.3m to 10.30m . (Round column)

10.3m to 11.30m . (Round column)

11.3m to 12.30m . (Round column)

12.3m to 13.30m . (Round column)

13.3m to 14.30m . (Round column)

14.3m to 15.30m . (Round column)

Curved Surface (above 1.00 Lakh OHT)

0.00m to 03.30m(Curved Surface)

3.30m to 04.30m(Curved Surface)

14.30m to 15.30m(Curved Surface)

Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38

Below GL

Above GL

Supplying, fabricating and placing in position of rods for reinforcement including cost of steel and binding wire and labour charges etc. complete for RCC works and as directed by the officers incharge

Plastering for RCC slab and beams in CM 1:3 - 10 mm thick including hacking and curing etc complete.

Granolithic Flooring 25 mm thick with cement concrete 1:2:4 using 3 to 10 mm chips and top surface rendered smooth with cement including thread lining curing etc. complete

Reinforced Cement Concrete using M 25 with required cement, sand and 20 mm Machine crushed HBG stone including the cost of all materials, labour charges, mixing by using mechanical mixer machine, placing in position, lifting, vibrating by using mechanical vibrator, finishing & curing but excluding the cost of reinforcement and fabricating, centering, shuttering and strutting charges etc., complete and as directed by the officers incharge

Beyond 1.50m & upto 4.5m below GL

Upto 1.50m below GL

From 0 m to 4.5m above GL

From 4.50m to 7.32m above GL

From 7.32m to 10.98m ht. above GL.

From 10.98m to 14.64m ht. above GL.

From 14.64m to 18.30 m ht. above GL.

Reinforced Cement Concrete using M 30 Design mix with required cement, sand and 20 mm and 10 mm Machine crushed HBG stone including the cost of all materials, labour charges, mixing by using mechanical mixer machine, placing in position, lifting, vibrating by using mechanical vibrator, finishing & curing but excluding the cost of reinforcement and fabricating, centering, shuttering and strutting charges etc., complete and as directed by the officers incharge

From 14.64m to 18.30 m ht. above GL.

From 18.30 m to 21.96 m ht. above GL.

Reinforced Cement Concrete using M 25 with required cement, sand and 20 mm Machine crushed HBG stone including the cost of all materials, labour charges, mixing by using mechanical mixer machine, placing in position, lifting, vibrating by using mechanical vibrator, finishing & curing but excluding the cost of reinforcement and fabricating, centering, shuttering and strutting charges etc., complete and as directed by the officers incharge

Above G.L

Below GL & upto 1.5 m

Below GL & beyond 1.5 m

Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cemen

R.C.C footing

ring beam

column

Side wall above GL

Pump room

Brick work in CM 1:5 (one cement and six sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete for Footing and Basement and as directed by TWAD Board Officers.

Plastering with CM 1:5(one cement and five sand) 12mm thick including cost of materials, labour charges for finishing, curing etc., complete and as directed by TWAD Board Officers.

White wasing one coat over new surface with approved quality of lime including cost of cleaning surface thoroughly scaffolding and taxes etc. all complete as per specification and direction of Engineer

Applying two coats of emulsion paint of approved colour and quality over cement plastered wall surfaces and new surfaces including cleaning, preparing the surface area and including cost of all materials, labour charges, curing etc., complete and as directe

Painting 2 coats with approved cement paint over cement plastered wall surface, ceiling and other new surface and including cleaning, preparing the surface and curing etc., complete.

Weathering course with broken Brick Jelly of 20 mm size in pure slaked lime (no sand to be used) over RCC Roof slab with proportion being 32:12 1/2 for required depth of 80mm thickness over the roof slab as required well beaten with wooden beaters for giv

Terrace Flooring with two course of flat tiles using of size 200mmx200mmx20mm laid in CM 1:3(one cement and three sand) mixed with crude oil to 10% by weight of cement and pointed neatly with the same oiled morter etc., complete complying with standard s

Supplying and fixing of steel Doors two leaves including all cost , with fitting etc complete as directed by TWAD BOARD officers (the design should be got approved by the SE before supply & fixing)1x2.1m

Supplying and fixing of steel Windows two leaves including all cost , with fitting etc complete as directed by TWAD BOARD officers (the design should be got approved by the SE before supply & fixing)0.9x0.6m

Labour charges for Painting Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost of all consumables, one coat of base paint, scaffolding charges including painting NRDWP Logo on the Servic

Providing and fixing of cut stone (Rough dressed) set in CM 1:3 of following size at site including cost of all materials, labour charges, curing etc., complete and as directed by officers incharge

Supplying and fixing in position of RCC M30 inside access ladder of required height using 20mm size HBG jelly with 2 nos. Of vertical posts of size 0.10mx0.10m and steps of size 0.45mx0.15mx 0.05 m at 30 cm c/c including cost of all materials, centering s

Supply, Delivery and fixing of CI Manhole frame with cover of following size including cost of all materials, fixing of MS clamps, Bolt and nuts etc.,complete and as directed by the officers incharge 0.60 x 0.60 (Heavy Duty)

Providing pipe connection and placing the same for required alignment including lifting the pipes and specials in various heights of inlet, outlet, scour and overflow including earthwork excavation, conveying the pipe and specials into the trenches,layin Inlet/Outlet/Scour/Overflow

100 mm DI D/F Pipe 2.5 m Length

100 mm DI D/F Pipe 1 m Length

100 mm DI D/F90 Deg Duck foot Bend

100 mm DI D/F90 Deg Bend

100 x100 DI D/F Tee

100 mm DI Belmouth

100 mm Flanged Socket Tail Piece

100 mm DI Gate Valve

Jointing 100 mm D.I double flanged pipes andspecials with rubber insertion or any equivalentto the required specifications with M.S. bolts andnuts etc., complete including charges for specialtools and plants such as air compressor andhelmets and sheet pi

Construction of 100 MM Sluice Valve pit

Construction of RCC Spiral stair case in R.C.C. 1:1 1/2 : 3 (M 20 using 20mm HBGS) of 1.80m dia of required height for approach to the roof of service reservoir with RCC Handrails as per type design No. Sanitary Engineer/ PH (M) No. 18/64-65 sanitary Engi

Supply and fixing of RCC 1:1 1/2 :3 (One Cement one and half sand and three hard blue granite stone of 20mm size ISS gauge) for RCC Handrails of 1.00 m height over the top of roof slab of approved pattern and design including the cost of cement, reinforce

Providing RCC (1:1.5:3) Ventilator using 20mm HBG stone including cost of all materials, centering, shuttering, strutting,reinforcement, placing of concrete, finishing, curing and fixing in position on the roof slab with mosquito proof net arrangement and

RATES FOR TRENCHLESS TECHNOLOGY FOR PIPE LAYING WORK IN RAILWAY/NHAI/SH/NH CROSSINGS. Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), upto 5m depth in all soil strata including shoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for 20 operations and providing 16mm thickness MS plate of size 3.00m x 3.50m with 100mm x100mm x 12mm angles of 4m length for holding the MS plates for Thrust arrangements to receive the impacts during pushing operation of encasing pipe. Lowering the following size of MS encasing pipe by using Contractor’s crane and machineries and jointing MS pipes by welding, across the National Highways/State Highways/ Railways/Canal crossing etc and driving the horizontal bore by pushing / jacking method (trenchless technology method) using contractor’s machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressor, jack hammer and other equipments etc. without interfering and causing any hindrance to the movement of traffic or any other vehicles, without any disturbances to the railway/road/canal formation etc. including bailing / pumping of water where ever necessary without affecting any installation like water supply pipeline/telephone cable, electric cables etc. passing nearby area and scooping the earth inside the pipes and pit and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by TWAD Engineers. The rate includes the cost of driving pit, thrust bed/wall and receiving pit to the depth of om to 5m excluding the cost of MS pipes.

For 200mm dia MS encasing pipe for various thickness

Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), depth upto 5m in all soil strata including shoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for 15 operations and providing 16mm thickness MS plate of size 3.00m x 3.50m with 100mm x100mm x 12mm angles of 4m length for holding the MS plates for Thrust arrangements to receive the impacts during pushing operation of encasing pipe. Lowering the following size of MS encasing pipe by using Contractor’s crane and machineries and jointing MS pipes by welding, across the National Highways/State Highways/ Railways/Canal crossing etc and driving the horizontal bore by pushing / jacking method (trenchless technology method) using contractor’s machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressor, jack hammer and other equipments etc. without interfering and causing any hindrance to the movement of traffic or any other vehicles, without any disturbances to the railway/road/canal formation etc. including bailing / pumping of water where ever necessary without affecting any installation like water supply pipeline/telephone cable, electric cables etc. passing nearby area and scooping the earth inside the pipes and pit and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by TWAD Engineers. The rate includes the cost of driving pit, thrust bed/wall and receiving pit to the depth of om to 5m excluding the cost of MS pipes.

For 350mm dia MS encasing pipe for various thickness

Level Transmitter/Level Gauge for OHT

Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement Pg.no:265 TWAD for 90 mm HDPE pipe

Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement Pg.no:265 TWAD for 100 mm DI pipe

Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement Pg.no:265 TWAD for 110 mm HDPE pipe

Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement Pg.no:265 TWAD for 150 mm DI pipe

Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement Pg.no:275 TWAd for 160mm HDPE pipe

Refilling with excavated sand(other than sand) complying with standard specification for filling in foundation and basement

Refilling the outside of the well with 10mm gravel complying with standard specification for filling the side of the well , complete as per standard specification

Porous concrete using 20 mm HBG stone in cement and aggregate of 1:4 (one cement and four HBG jelly) for stiening of infiltration well excluding cost of centering but including curing etc. complete and as directed by TWAD Boar Officers

Supply and delivery of PVC Mould CI steps etc complete (PWD SOR- Pno:63) Item no 241

Supply and delivery of Open well Submersible pump set conforming to IS 14220/2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction. The pump should be directly coupled to 2880 RPM, three phase, 50 Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP , Fully Automatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HP starting and for continuous operation.

Supply and delivery of 6.00 sqmm PVC insulated and Sheathed 3 Core Flat type copper cable confirming to IS 694/1990 the rate including all taxes cost and conveyance etc complete

Supply and delivery of 110mm diad (PN8) HDPE Pipes PE 100 As per IS 4984/2016 the rates are inclusive of all taxes and transportation charges etc complete..

Supplying and fixing RCC ladder inside the sump

Supplying and fixing MS ladder out side the sump

House service connectionHSC Connection - 20 mm - Providing House service connection with MDPE 20mm pipe (supply, lowering, jointing & testing), electrofusion tapping saddle PE 80 blue, PN 12.5 with female threaded metal insert of SS 304, Brass Ferrule as per IS 319 grade of sizes 15mm, 20mm and 25mm size and threaded to suit the corresponding bore sizes of 15mm dia size (1/2",), Poly Propylene compression Male Threaded Adaptor with metal insert of SS 304, Poly propylene 90 Degree Compression elbow with compression joint at both ends, Poly Propylene compression Female Threaded Adaptor with metal insert of SS 304 and protection box of size 20cm x 30cm for fixing of Water Meter all as per standard including road cutting, replacement of utilities providing house…

EVERLASTING CONSTRUCTIONS