IMPROVEMENT OF WATER SUPPLY SYSTEM AT VATHALAGUNDU TOWN PANCHAYAT, DINDIGUL DISTRICT UNDER AMRUT 2.0

Amount

Supply,delivery of DI K7 S/S tyton joint pipes for potable water supply as per IS specification no. 8329 /2000 and as amended from time to time with ISI marking of the following sizes and for delivery at site including all taxes, duties, loading, unloading, freight stacking and as directed by Engineer in charge.

250 mm DI K7 Class S/S Pipe

300 mm DI K7 Class S/S Pipe

Supply and delivery of DI D/F PN10 Flanged pipes confirming to IS Specification 8329/2000 and as amended from time to time and for delivery at site including loading ,unloading fright,stacking and transit , insurance charges etc. and as directed by Engineer in charge.

150mm DI D/F pipe of 5.00 m Length

Supplying and conveying to site, the following sizes of G I PIPES (MEDIUM) AS PER IS 1239/PART I/2004 & GI Specials as specified in Technical specifications in standard lengths including labour charges for loading, unloading and stacking at site and transportation charges etc., complete as per standard specifications and as directed by the Engineer in Charge.

80 mm GI Pipes (Medium)

GI Specials

80 mm G.I Coupling

For Distribution System

Supplying and conveying to site, the following sizes of HDPE pipes of class PN6 (PE-100) confirming to IS:4984/1995, as specified in Technical specifications in standard lengths including labour charges for loading, unloading and stacking at site and transportation charges etc., complete as per standard specifications and as directed by the Engineer in charge.

90 mm HDPE PN6 Class Pipe

110mm HDPE PN6 Class Pipe

125mm HDPE PN6 Class Pipe

140mm HDPE PN6 Class Pipe

160mm HDPE PN6 Class Pipe

180mm HDPE PN6 Class Pipe

200mm HDPE PN6 Class Pipe

110 mm HDPE PN10 Class Pipe

160 mm HDPE PN10 Class Pipe

200 mm HDPE PN10 Class Pipe

Supply, delivery of Ductile Iron Specials As Per IS 9523/2000 including unloading, transportation and stacking charges, conveyance to work site etc., complete as directed by the Engineer in charge.

DI D/S Specials (250 mm to 300 mm)

Supply, delivery of HDPE Specials As Per IS 1736-1995 including unloading, transportation and stacking charges.Specials for HDPE pipes as per IS 8360/1977/ Part I(Reaffirmed 1992) Part II and III (Reaffirmed 2002). Reaffirmed to IS 4984-2016 conveyance to work site etc., complete as directed by the Engineer in charge.

HDPE Bends - 90°

PN6 Class

PN10 Class

HDPE Equal Tee

PN6 Class

90mm x 90mm x 90mm

110 mm X 110 mm X 110 mm

125 mm X 125 mm X 125 mm

140 mm X 140 mm X 140 mm

160 mm X160 mm X 160 mm

180 mm X 180 mm X 180 mm

200 mm X 200 mm X 200 mm

PN10 Class

110 mm X 110 mm X 110 mm

160 mm X 160 mm X 160 mm

200 mm X 200 mm X 200 mm

HDPE Reducer

110 mm X 90 mm HDPE Reducer

125 mm X 90 mm HDPE Reducer

125 mm X 110 mm HDPE Reducer

140 mm X 90 mm HDPE Reducer

140 mm X 110 mm HDPE Reducer

140 mm X 125 mm HDPE Reducer

160 mm X 90 mm HDPE Reducer

160 mm X 110 mm HDPE Reducer

160 mm X 125 mm HDPE Reducer

160 mm X 140 mm HDPE Reducer

180 mm X 90 mm HDPE Reducer

180 mm X 110 mm HDPE Reducer

180 mm X 125 mm HDPE Reducer

180 mm X 140 mm HDPE Reducer

180 mm X 160 mm HDPE Reducer

200 mm X 180 mm HDPE Reducer

200 mm x 160 mm HDPE Reducer

90 mm HDPE EndCap

Supply of Valves with Pipes,Specials with all arrangements

FLOW CONTROL VALVE: Supply, Installation of DI Flow rate Limit control Valve (PN10/16) with the function to limit the flow rate to a set point. In case the downstream demand increases beyond the set limit, the valve closes down to bring the flow back to set limit. The valve shall have an orifice plate and the orifice diameter is designed based on the set point as per the requirement and installed downstream of the control valve. “Manufacture supply and delivery of DI D/F Diaphragm type own medium controlled Flow rate Limit Control valve with cast body of ductile iron grade G-40 or equivalent grade or as per IS 3896-Part-2-1985 customized control cylinder for linear control behaviour or equivalent, performed diaphragm and pull out safe profile sealing ring of EPDM, threaded inserts (CORFIX - to prevent the coating from coming off in the connections area as well as corrosion and incrustations in the control circuit) or equivalent.

Flange connection dimensions according to EN 1092, Part 2/ ISO 7005[DIN]/IS 1538, all parts (Epoxy coating, and diaphragm) in contact with medium are as per KTW and DVGW certified (harmless)/WRAS & NSF approved. The EPDM rubber & Epoxy coating (EP-P) should be approved by W270. (EP-P)/ WRAS & NSF.”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, orifice plate shall be as per the set point of flow rate and all the external control tubing of SS 304 / Copper/ reinforced plastic rated PN16, Tightness to DIN EN 12 266-1, leakage rate A (or) equivalent and the needle valve/ speed control device should be provided to vary opening speed of the main diaphragm with self-cleaning filter to avoid possibility of dirt build up inside the control tubing.

DI D/F Gate Valve: Supply,Delivery and fixing of DI D/F Gate sluice valves (soft seated) resilient seated soft sealing Gate Valves(Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 or equivalent grade, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O- Ring protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163-89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 and with 5 years

Electromagnetic Flow Meter shall be a velocity sensing Electromagnetic type,microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in different units (Kiloliters / Cubic meter) and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3 m/sec to 4 m/sec and be constructed as follows: Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon steel flanges in accordance with IS 1538. These flanges shall be welded to the flow tube. The internal and external of the meter tube shall be blasted to near white and lined with hard rubber/ Polyurethrene/ PTFE preferably by SBR or EPDM. Meter tube shall have a constant nominal inside diameter offering no obstruction to the flow. 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 anticorriosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for all coils, electrode connections and wiring harness capable of submerged or buried operation with IP68 Protection. Signal Converter shall be pulsed DC coil excitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter. The converter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions. The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency output of a maximum of 0-10 KHZ and a scaled pulse output. The microprocessor based signal converter shall have a self-diagnostic test mode and a backlit display that continuously displays “Rate of Flow” and “Total Volume”.

Converter shall be supplied with a programmable low flow drop out, higher flow and empty pipe zero return. The signal converter housing should be die-cast aluminum with glass window. The converter cumtransmitter should be fully programmable from the front facia. The programming should be user friendly, self-prompting menu driven. Flow meter test calibration certificate from FCRI, flow test lab / NABL accredited lab to be furnished

Supply, delivery of Ductile Iron Specials as Per IS 9523/2000 including unloading, transportation and stacking charges for fixing of valves with specials including labour charges for lowering, laying, jointing etc complete as directed by Engineer in Charge

For 110 mm Main valves arrangements comprising 100 mm Flow Control Valve, 100 mm DI D/F Gate Valve and 100 mm Electromagnetic Flow Meter upto 35 lps flow with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

100 mm Dia DI Flanged Socket Tail Piece - 2 Nos

100mm Dia DI D/F Pipe - 0.5 m length - 2 Nos

100 m Dia DI D/F Gate Valve - 1 No

100 mm Dia Flow Control Valve 1 No

100 mm Electromagnetic Flow Meter - 1 No

Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the Officers.

100 mm Dia DI pipes and Specials - 1 m

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

100 mm Dia DI Pipes and Specials - 2 Nos.

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to the required specifications with M.S. bolts and nuts, complete. (including cost of jointing materials)

100 mm dia DI pipes and specials - 6 Nos.

Above 110 mm upto 160 mm Main valves arrangements comprising 100 mm Flow Control Valve, 150 mm DI D/F Gate Valve and 100 mm Electromagnetic Flow Meter upto 35 lps flow with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

150 mm Dia DI Flanged Socket Tail Piece - 2 Nos

150mm Dia DI D/F Pipe - 0.5 m length - 2 Nos

150 m Dia DI D/F Gate Valve - 1 No

150 mm X 100 mm Dia DI D/F Taper - 2Nos

100 mm Dia Flow Control Valve 1 No

100 mm Electromagnetic Flow Meter - 1 No

Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the Officers.

150 mm Dia DI pipes and Specials - 1 m

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

150 mm Dia DI Pipes and Specials - 2 Nos.

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to the required specifications with M.S. bolts and nuts, complete. (including cost of jointing materials)

150 mm dia DI pipes and specials - 5 Nos.

100 mm dia DI pipes and specials - 3 Nos.

Above 160 mm upto 200 mm Main valves arrangements comprising 100 mm Flow Control Valve, 200 mm DI D/F Gate Valve and 100 mm Electromagnetic Flow Meter upto 35 lps flow with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

200 mm Dia DI Flanged Socket Tail Piece - 2 Nos

200mm Dia DI D/F Pipe - 0.5 m length - 2 Nos

200 m Dia DI D/F Gate Valve - 1 No

200 mm X 100 mm Dia DI D/F Taper - 2Nos

100 mm Dia Flow Control Valve 1 No

100 mm Electromagnetic Flow Meter - 1 No

Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the Officers.

200 mm Dia DI pipes and Specials - 1 m

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

200 mm Dia DI Pipes and Specials - 2 Nos.

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to the required specifications with M.S. bolts and nuts, complete. (including cost of jointing materials)

200 mm dia DI pipes and specials - 5 Nos.

100 mm dia DI pipes and specials - 3 Nos.

Pressure Relief Valves: Supply and delivery of DI D/F Pressure Sustaining / Relief Valve (PN10/16) with the function to relieve excess pressure in the downstream pressure to set point irrespective of upstream fluctuations. The downstream pressure set point can be changed as per the requirement. “Manufacture supply and delivery of DI D/F Diaphragm type own medium controlled Pressure Sustaining / Relief valve with cast body of ductile iron grade GGG-40 or equivalent grade or as per IS 3896-Part-2-1985 customized control cylinder for linear control behaviour or equivalent, performed diaphragm and pull out safe profile sealing ring of EPDM, threaded inserts (CORFIX - to prevent the coating from coming off in the connections area as well as corrosion and incrustations in the control circuit) or equivalent. 2 pressure gauges for operator-friendly control to determine the actual inlet and outlet pressure connected directly to the valve. Flange connection dimensions according to EN 1092, Part 2/ ISO 7005[DIN]/ IS 1538,

all parts (Epoxy coating, and diaphragm) in contact with medium are as per KTW and DVGW certified (harmless)/ WRAS & NSF approved. The EPDM rubber & Epoxy coating (EP-P) should be approved by W270.(EP-P)/ WRAS & NSF.” 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 with all the external control tubing of SS 304/ Copper/ reinforced plastic rated PN16, Tightness to DIN EN 12 266-1, leakage rate A (or) equivalent and the needle valve/ speed control device should be provided to vary opening speed of the main diaphragm with self-cleaning filter to avoid possibility of dirt build up inside the control tubing.

DI D/F Gate Valve: Supply,Delivery and fixing of DI D/F Gate sluice valves (soft seated) resilient seated soft sealing Gate Valves(Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 or equivalent grade, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O- Ring protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163-89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 and with 5 years

Supply, delivery of Ductile Iron Specials as Per IS 9523/2000 including unloading, transportation and stacking charges for fixing of valves with specials including labour charges for lowering, laying, jointing etc complete as directed by Engineer in Charge

For 250 mm Main valves arrangements comprising 250 mm DI D/F Gate Valve and 150 mm Pressure Relief Valve with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

250 mm Dia DI Flanged Socket Tail Piece - 2 Nos

250 mm Dia DI D/F Pipe - 1 m length - 1 Nos

250 m Dia DI D/F Gate Valve - 1 No

150 mm Pressure Relief Valve - 1 No

150 mm Dia DI D/F Pipe - 1 m length - 1 No

150 mm DI D/F D'Foot bend - 1 No

DI D/F Reducer/Enlarger (250-150) - 2 Nos

Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the Officers.

250 mm Dia DI pipes and Specials

150 mm Dia DI pipes and Specials

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

250 mm Dia DI Pipes and Specials

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to the required specifications with M.S. bolts and nuts, complete. (including cost of jointing materials)

250 mm dia DI pipes and specials

150 mm dia DI pipes and specials

DI D/F Gate Valve: Supply,Delivery and fixing of DI D/F Gate sluice valves (soft seated) resilient seated soft sealing Gate Valves(Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 or equivalent grade, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O- Ring protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163-89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 and with 5 years

Supply, delivery of Ductile Iron Specials as Per IS 9523/2000 including unloading, transportation and stacking charges for fixing of valves with specials including labour charges for lowering, laying, jointing etc complete as directed by Engineer in Charge

100 mm DI D/F Gate Valve PN 16 in 100mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

100 mm DI D/F Gate Valve - 1 No

100 mm DI.Flgd Spt T.P.-1 No

100 mm DI.Flgd Skt T.P.-1No

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to the required specifications with M.S. bolts and nuts, complete. (including cost of jointing materials)

100 mm dia DI pipes and specials - 3 Nos.

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

100 mm Dia DI pipes and Specials - 2 Nos.

80 mm DI D/F Gate valve for Scour in 110 mm HDPE main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

100 x 100 x 80 mm Branch Flanged Scour Tee - 1 No.

80 mm x 1.00 m DI D/F Pipe - 2 Nos

80 mm DI D/F Gate Valve - 1 No

80 mm DI D/F D'Foot bend - 1 No

80 mm DI D/F 90° bend - 1 No

Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the Officers.

80 mm Dia DI pipes and Specials - 2 m

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to the required specifications with M.S. bolts and nuts, complete. (including cost of jointing materials)

80 mm Dia DI pipes and Specials - 8 Nos.

DI D/F Gate Valves with Specials: 'Supply and Delivery of DI D/F Gate valves (Soft Seated) resilient seated softsealing gate valves (sluice valves) with body bonnet of ductile cast iron of gradeGGG40 or equivalent grade, wedge fully rubber lined with EPDM, replaceable spindlenut, without gland packing and with 3 O-Ring protection on the shaft and seals ofNBR and the valves should be of vaccum tight and 100% leak proof with face toface dimentions as EPR BS 5163-89/ ISI 14846-2000/ DIN 3202 F 4. All the valvesshould be with electrostatic powder coating both inside and outside with pocketless straight thro' body passage. All the valves are to be compatible for burriedapplication with pressure rating PN 10/16 and Supply, delivery of Ductile Iron Specials as Per IS 9523/2000 including unloading, transportation and stacking charges for fixing of valves with specials including labour charges for lowering, laying, jointing etc complete as directed by Engineer in Charge

150 mm DI D/F Gate Valve PN 16 in 150mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

150 mm DI D/F Gate Valve PN 16 - 1 No

150 D.I.Flg /skt T.P. - 1 No

150 D.I.Flg /spgt T.P. - 1 No

C.I Surface box - 1 No

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 150 mm

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)- 2 Nos - 150 mm

200 mm DI D/F Gate Valve PN 16 in 200mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

200 mm DI D/F Gate Valve PN 16 - 1 No

200 D.I.Flg /skt T.P. - 1 No

200 D.I.Flg /spgt T.P. - 1 No

C.I Surface box - 1 No

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 200 mm

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)- 2 Nos - 200 mm

250 mm DI D/F Gate Valve PN 16 in 250mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

250 mm DI D/F Gate Valve PN 16 - 1 No

250 D.I.Flg /skt T.P. - 1 No

250 D.I.Flg /spgt T.P. - 1 No

C.I Surface box - 1 No

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 250 mm

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)- 2 Nos -250 mm

300 mm DI D/F Gate Valve PN 16 in 300mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

300 mm DI D/F Gate Valve PN 16 - 1 No

300 mm DI.Flgd Spgt T.P.-1No

300 mm DI.Flgd Skt T.P.-1No

C.I Surface box - 1 No

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 300 mm

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)- 2 Nos -300 mm.

100 mm DI D/F Gate valve for Scour in 150 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

150 x 150 x100 mm D.I. D/S B/F Tee - 1 No

100 mm x 2.50 m DI D/F Pipe - 1 No

100 mm x 1.00 m DI D/F Pipe - 2 Nos

100 mm DI D/F Gate Valve - 1 No

100 mm DI D/f D'Foot bend - 1 No

100 mm x 1.5 m DI D/F Pipe - 1 No

100 mm DI D/F 90˚ Bend - 2 No

C.I Surface box - 1 No

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 8 Nos - 100 mm

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)- 2 Nos - 150 mm

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)- 1 No - 100 mm

100 mm DI D/F Gate valve for Scour in 200 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

200x 200 x100 mm D.I. D/S B/F Tee - 1 No

100 mm x 2.50 m DI D/F Pipe.- 1 No

100 mm x 1.00 m DI D/F Pipe - 2 Nos

100 mm DI D/F Gate Valve - 1 No

100 mm DI D/F D'Foot bend - 1 No

100 mm x 1.5 m DI D/F Pipe - 1 No

100 mm DI D/F 90˚ Bend - 2 No (1 No. - 12 Kg)

C.I Surface box - 1 No

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 8 Nos - 100 mm

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)- 2 Nos. - 200mm

150 mm DI D/F Gate valve for Scour in 250 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

250x 250 x150 mm D.I D/S B/F Tee - 1 No

150 mm x 2.50 m DI D/F Pipe.- 1 No

150 mm x 1.00 m DI D/F Pipe - 2 Nos

150 mm DI D/F Gate Valve - 1 No

150 mm DI D/F D'Foot bend - 1 No

150 mm x 1.50 m DI D/F Pipe - 1 No

150 mm DI D/F 90˚ Bend - 2 No (1 No. - 21 kg)

C.I Surface box - 1 No

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 8 Nos - 150 mm

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)- 2 Nos-150mmdia

200 mm DI D/F Gate Valve for Scour in 300 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

300x 300 x200 mm D.I. D/S B/F Tee - 1 No

200 mm x 2.5 m D.I. D/F Pipe.- 1 No

200 mm x 1.00 m D.I. D/F Pipe - 2 Nos

200 mm DI D/F Gate Valve - 1 No

200 mm D.I. D/F D'Foot bend - 1 No

200 mm D.I DI D/F 90˚ Bend - 2 No

C.I Surface box - 1 No

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 7 Nos - 200 mm

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)- 1 No -200mm

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)- 2 Nos. -300mm

Manufacture, Supply and Delivery of Tamper proof DI single chamber double orifice, triple function (ventilating, admitting and venting during operation) 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 coating(EP-P) inside and for outside of colour blue RAL 5005. All internal parts such as float, shell etc., cover bolts, made of Austenitic alloy steel of SS AISI 304/316. The float shall be made of Polytetrafluroethylene/ Austenitic alloy steel of AISI 304/316. Gaskets and seals of EPDM / Neoprene rubber for TWAD Board works anywhere in Tamil Nadu including unloading, transportation and stacking charges. and Supply, delivery of Ductile Iron Specials as Per IS 9523/2000 including unloading, transportation and stacking charges for fixing of valves with specials including labour charges for lowering, laying, jointing etc complete as directed by Engineer in Charge

50 mm DI Single chamber Air release valve in 150 mm DI main with fixing of DI Specials as per IS 9523/2000 and GI Specials as per IS 1239/ Part II including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

150 x 150 x 80 mm DI A / F Tee - 1 No

150 mm DI Flanged Socket T.P. - 1 No

150 mm DI Flanged Spigot T.P. - 1 No

80 x 50 mm G.I. Reducer heavy - 1 No

80 mm G.I. Flange - 1 Set

50 mm G.I.Pipe - 0.15 m

50 mm G.I. Flange - 1 set

C.I Surface box - 1 No

50 mm DI Single chamber Air release valve - 1 No

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 150 mm

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 No - 80 mm

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 No - 50 mm

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)- 1 No-150mmdia

50 mm G.I.Pipe - 0.15 m

50 mm DI Single chamber Air release valve in 200 mm DI main with fixing of DI Specials as per IS 9523/2000 and GI Specials as per IS 1239/ Part II including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

200 x 200 x 80 mm DI A / F Tee - 1 No

200 mm DI Flanged Socket T.P. - 2nos (1 No.- 20 kg)

80 x 50 mm G.I. Reducer Heavy - 1 No

80 mm G.I. Flange - 1 Set

50 mm G.I.Pipe - 0.15 m

50 mm G.I. Flange - 1 set

C.I Surface box - 1 No

50 mm DI Single chamber Air release valve - 1 No

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 200 mm

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 No - 80 mm

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 No - 50 mm

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)- 2 Nos. -200mm

80 mm DI Single chamber Air release valve in 250 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

250 x 250 x 80 mm DI A / F Tee - 1 No

250 mm DI Flanged Socket T.P. - 2nos (1 No.-27 kg)

80mm x 1.00 m DI D/F Pipe - 1 No

C.I Surface box - 1 No

80 mm DI Single chamber Air release valve - 1 No

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 250 mm

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 No - 80 mm

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)- 2 Nos. -250mm

80 mm DI Single chamber Air release valve in 300 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below

300 x 300 x 80 mm DI A / F Tee - 1 No

300 mm DI Flanged Socket T.P. - 2nos (1 No.-37 kg)

80mm x 1.00 m DI D/F Pipe - 1 No

C.I Surface box - 1 No

80 mm DI Single chamber Air release valve - 1 No

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 300 mm

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 No - 80 mm

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)- 2 Nos. -300mm

Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m inthe following classification including otherincidental charges such as barricading etcexcluding refilling in hard stiff clay,stiff blackcotton,hard red earth, shales, murram, gravel, stoneyearth and earth mixed with small size bouldersand hard gravelly soil complete as directed by the Engineer in Charge

90mm HDPE PN6 Class Pipe

110mm HDPE PN6 Class Pipe

125mm HDPE PN6 Class Pipe

140mm HDPE PN6 Class Pipe

160mm HDPE PN6 Class Pipe

180mm HDPE PN6 Class Pipe

200mm HDPE PN6 Class Pipe

80 mm GI Pipes (Medium)

250 mm DI K7 Class S/S Pipe

150 mm DI PN10 D/F Pipe

250 mm DI K7 S/S Class Pipe

300 mm DI K7 S/S Class Pipe

110 mm HDPE PN10 Class Pipe

160 mm HDPE PN10 Class Pipe

200 mm HDPE PN10 Class Pipe

Refilling with excavated soil (other than sand) complying with standard specification in layers of 15cm watered well rammed and consolidated after the pipes and specials are laid,jointed and tested etc. and removing and depositing the surplus earth complete as directed by the Engineer-in-charge.

90mm HDPE PN6 Class Pipe

110mm HDPE PN6 Class Pipe

125mm HDPE PN6 Class Pipe

140mm HDPE PN6 Class Pipe

160mm HDPE PN6 Class Pipe

180mm HDPE PN6 Class Pipe

200mm HDPE PN6 Class Pipe

80 mm GI Pipes (Medium)

250 mm DI K7 Class S/S Pipe

150 mm DI PN10 D/F Pipe

250 mm DI K7 S/S Class Pipe

300 mm DI K7 S/S Class Pipe

110 mm HDPE PN10 Class Pipe

160 mm HDPE PN10 Class Pipe

200 mm HDPE PN10 Class Pipe

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment complete as per standard specifications and as directed by the Engineer in Charge.

90mm HDPE PN6 Class Pipe

110mm HDPE PN6 Class Pipe

125mm HDPE PN6 Class Pipe

140mm HDPE PN6 Class Pipe

160mm HDPE PN6 Class Pipe

180mm HDPE PN6 Class Pipe

200mm HDPE PN6 Class Pipe

110 mm HDPE PN10 Class Pipe

160 mm HDPE PN10 Class Pipe

200 mm HDPE PN10 Class Pipe

Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment complete as per standard specifications and as directed by the Engineer in Charge.

250 mm DI K7 Class S/S Pipe

150 mm DI PN10 D/F Pipe

250 mm DI K7 S/S Class Pipe

300 mm DI K7 S/S Class Pipe

Lowering of G.I Pipes and specials in the trenches and laying to proper grade and alignment complete as per standard specifications and as directed by the Engineer in Charge.

80 mm GI Pipes (Medium)

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 Engineer in Charge.

90mm HDPE PN6 Class Pipe

110mm HDPE PN6 Class Pipe

125mm HDPE PN6 Class Pipe

140mm HDPE PN6 Class Pipe

160mm HDPE PN6 Class Pipe

180mm HDPE PN6 Class Pipe

200mm HDPE PN6 Class Pipe

110 mm HDPE PN10 Class Pipe

160 mm HDPE PN10 Class Pipe

200 mm HDPE PN10 Class Pipe

Jointing the DI S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants, cost of jointing materials and testing to the required pressure with water etc., complete as per standard specifications and as directed by the Engineer in Charge.

250 mm DI K7 Class S/S Pipe

250 mm DI K7 S/S Class Pipe

300 mm DI K7 S/S Class Pipe

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to the required specifications with M.S. bolts and nuts, complete.(including cost of jointing materials)

150 mm DI PN10 D/F Pipe

Cutting the following pipes true to axis etc. complete as directed by Town panchayat officers.

80 mm GI Pipes (Medium)

Threading the ends of GI pipes etc. complete and as directed by Town panchayat officers.

80 mm GI Pipes (Medium)

Testing of M.S. / C.I. / D.I / P.V.C. / H.D.P.E / pipes with hydraulic testing equipment by filling with waterand testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete for the following diametres of pipes.

90mm HDPE PN6 Class Pipe

110mm HDPE PN6 Class Pipe

125mm HDPE PN6 Class Pipe

140mm HDPE PN6 Class Pipe

160mm HDPE PN6 Class Pipe

180mm HDPE PN6 Class Pipe

200mm HDPE PN6 Class Pipe

250 mm DI K7 Class S/S Pipe

80 mm GI Pipes (Medium)

150 mm DI PN10 D/F Pipe

250 mm DI K7 S/S Class Pipe

300 mm DI K7 S/S Class Pipe

110 mm HDPE PN10 Class Pipe

160 mm HDPE PN10 Class Pipe

200 mm HDPE PN10 Class Pipe

Valve Chamber :Construction of masonry valve chamber:

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum

Plain Cement Concrete 1:4:8 using 40mm 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

Brick work in CM 1:5(one cement & five sand) using ground moulded country bricks of size 8.75 inch X 4.25 inch X 2 3/4 inch standard specification including finishing, curing, etc., complete complying with standard specification - 100cft

Plastering with cement mortar (1:3) 12 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)

RCC (M20) Precast Slab of 0.15m thickness using 20mm thick hard broken stone jelly and river sand excluding the cost of reinforcement grills and fabrication charges but including moulding, curing, finishing charges and fixing in position neatly complying with standard specification and as directed by the Departmental Engineer etc. complete-

Supply and Fixing of Cut Stone Slab all faces dressed including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

CI surface box at a of size 100x125x150 mm conforming to IS 3950 having hinged and weighting not less than 14 kg.The surface box shall be fixed on top of the RCC cover slab during the casting of slab for key rod operation. The surface box shall be painted with 3 coats of black bitumastic paint

Refilling the trenches with suitable excavated earth available in layers of 150 mm thick, watering, ramming & consolidation complete as directed by the Engineer in charge

Conveyance of excess earth to a distance not exceeding 5km as directed by the Corporation Engineer including cost of loading, transportation and unloading charges etc complete (Total Earthwork Quantity - Refilling Quantity)

Valve Chamber Size 1 m x 1.3 m x 1.5 m

Valve Chamber Size 1.2 m x 0.9 m x 1.1 m

Valve Chamber Size 2 m x 1.2 m x 1.2 m

Valve Chamber Size 2.9 m x 1.3 m x 1.5 m

Valve Chamber Size 1.2 m x 1.0 m x 1.2 m

Valve Chamber Size 1.6 m x 1.1 m x 1.4 m

Valve Chamber Size 1.8 m x 1.2 m x 1.6 m

Valve Chamber Size 1.8 m x 1.8 m x 1.6 m

For Openwell

Disposal of surplus earth including loading & unloading, conveyance within a distance of 5 Km and spreading as directed by the Engineer in Charge. For Pipe Quantity and Road Restoration

Labour charges for cutting open roads in BT / WBM for laying of water supply pipe line measurement as directed by the Engineer in Charge.

Dismantling concrete roads for laying pipe line excluding cost of earth work in linear measurement as directed by the Engineer in Charge.

P.C.C 1:4:8 (one cement, four sand and Eight coarse aggregate) using Ordinary Portland cement and 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the engineer in charge..

Below GL upto 1.5 m Depth

Below GL from 1.50 m upto 4.5 m Depth

Below GL from 4.50 m upto 9 m Depth

Below GL BEYOND 9M DEPTH to 13.5m Depth

P.C.C 1:2:4 (one cement, two sand and four coarse aggregate) using Ordinary Portland cement and 20 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the engineer in charge..

Below GL upto 1.5 m Depth

BARRICADING FOR PIPELINE WORKS FOR THE WSS WORK: 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 rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by the engineer in charge.

BARRICADING FOR PIPELINE WORKS FOR THE WSS WORK: 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 with horizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by Departmental officers.

Instrumentation at Service Reservoir

Design, supply, installation of level gauge at each SR over head tank Application: Float & Board level Indicator suitable for max 100° C Temperature Instrument: Float & Board level Indicator for water application Process connection: 1" ASA Flange 150#RF,SS 304 Float: SS316,250 mm x 80 mm Wire Rope: SS 304,Thickness 4 mm,- Nylon material Pointer: Red pointer with Nylon roller Pulley: SS 304 with derlin bushes for smooth rotation Pulley enclosure: SS 304,Powder coated -2 Nos Scale/Board: Aluminum scale with marking in Black & White Least Count: 10 mm Mounting Bracket: T type (Powder Coated) Nozzle: At actual Connecting Pipe: as per nozzle distance Float Test Pressure: 6 Kg/cm2 Total Lengh - 5000mm

House Service Connection in Distribution Main

1.Labour for cutting open road for laying water mains or sewer.B.T. Roads (or) Maccadam road.

2.Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches for laying of pipes for water supply and sewerage works in the following type of soils Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil. as directed by Departmental officers

3.Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement (total earth work quantity - volume of the pipe)

4.HSC Connection in HDPE Mains for Water Supply Scheme Supply, delivery of the following Electrofusion tapping saddle PE 80 blue, PN 12.5 with female threaded metal insert of SS 304 as per standards BS EN 12201 tested as per BS 6920 for drinking water in WRCNSF ltd, UK. (Non Wrap with top loading type). Sizes:63mm to 315mm dia distribution HDPE pipes. shall as detailed in a drawing furnished.

5.Supply, delivery of Brass Ferrule as per IS 319 grade of sizes 15mm, 20mm and 25mm size and threaded as per IS :554 BSPT, ISO:7-1 to suit the corresponding bore sizes of 15mm dia size ( 1/2", ) in the saddle Connection .as per IS :554 BSPT, ISO:7-1

6.Supply, delivery of Poly Propylene compression Male Threaded Adaptor with metal insert of SS 304 as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK suitable for 20mm, OD MDPE pipes

7.Supply, delivery of Poly propylene 90 Degree Compression elbow with compression joint at both ends as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK suitable for 20mmOD MDPE pipes

8.Supply, delivery Poly Propylene compression Female Threaded Adaptor with metal insert of SS 304 as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK for connecting 20mm, 20mm and 25mm outlet points of Brass ferrule of sizes 15mm respectively.

9.Supply, delivery of MDPE PE 80 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

10.U PVC ball valve with one side compression end and other side female end as per ISO 4422-4 and Tested as per BS 6920 in WRC-NSF LTD, UK,size : 20mm ODx1/2"ID, 25mm ODX1/2"ID and 32mm OD X 3/4" ID

11.Supply and delivery of protection box of size 20cm x 30cm for fixing of Water Meter. The box should be rectangular base in construction and material of construction should be weather resistant polyethylene (PE) blue /black .Reinforcement rips should be provided at the walls of the box. Box should be at two components comprising body and lid. Lid should be press fitted to the body. No hinges should be used for opened /closed. Operation meter box should be provided with built in lock. The body as inlet and outlet windows to pass the pipe through suitable for use with pipes of sizes up to 1" .Base of the box should be designed in such a way .That the box can be installed to the floor/wall using anchor Bolts / screws without grouting the entire base of the meter Box .Provision for fixing Name plate showing the name of the Department etc., complete and as directed by the Engineer in Charge.

12.Supply and delivery of Multi Jet water meter with removal mechanism water meters confirming to ISO 4064 Class B or IS 779 Standards with type test certificates for Routine Test, IP 68 Test certificates issued by FCRI/NABL Accredited Lab. The water meter shall have magnetic or mechanical drivers or shall be versatile for installation in Horizontal position. The meters shall be hydrodynamically or hydrostatically balanced. The runner, runner chamber, pointers of the meter shall be as per ISO 4064 Class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climatic conditions. The meters shall be inferential, Dry-Dial Type, Class B with straight reading Cyclometer with inbuilt filter basket, Meter body shall be of Brass body confirming to DCB2 material specifications and suitable for drinking water applications. The body shall be painted, or powder coated. Each water meter shall be supplied with Brass Nut and tailpieces, protective top lid, secured by a robust hinge with sealing facilities for couplings. The process connections shall be screwed ends with BSP Threads. Each water meter shall be tested for a maximum pressure rating up to 16 Bar. Water meter shall be supplied with manufacturer Calibration & hydrotest certificate. The dimensions must comply to IS 779 standards

13.Lowering MDPE pipes and specials to the trench and laying to proper grade and alignment, jointing with couplers with cement past etc coplete for the pipes size upto 40mm dia OD MDPE Pipes

14.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 Engineer in Charge.

15.Supply, delivery and fixing of GI pipes for encasing in open drain including handling charges. etc complete as per standard specifications and as directed by the Engineer in Charge.

16.Labour charges for drilling, cutting, Threading and Fixing Ferrules in distribution pipes.

Earthwork excavating and depositing on bank with an initial lead of 10 metres and initial lift of 2 metres in Open Well

Sand, silt or other loose soil, Wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil

0 - 2 M Depth

2 M to 4 M Depth

4 M - 6 M Depth

6 M to 8 M Depth

Soft disintegrated rock,laterite,soft rock or kankar,not requiring blasting

8 M to 10 M Depth

Dense Medium Rock not requiring blasting

10 M to 12 M Depth

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B complete and as directed by Town Panchayat Officers

First Depth of 2 M

Earth work excavation for foundation in Soft disintegrated rock,laterite,soft rock or kankar,not requiring blasting complete and as directed by Town Panchayat Officers

Second Depth of 2 M to 3 M

Depth of 3 M to 4 M

Depth of 4 M to 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 content of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the Engineer incharges - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials)

Below GL upto 1.50 m Height

Above GL Upto 4.5 m Height

Providing and laying in position Standardised Concrete Mix M-30 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 content of 340Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Msand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the Engineer incharges - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards.

Below GL upto 1.50 m Height

Below GL 1.5-4.5 M DEPTH

Below GL BEYOND 4.5M to 9m Depth

Below GL BEYOND 9M to 13.5m Depth

Above GL 0 -4.50 M

Above GL 4.5 -7.32 M

Above GL 7.32-10.98M

Above GL 10.98 -14.64M

Above GL 14.64-18.3 M

Above GL 18.30m and upto 21.96m

Above GL 21.96 m and upto 25.62 m

Brick work in cement mortar 1:5 (one cement and five Msand) using country bricks (specially moulded for well steining) of size 8¾" x 4¼" x 2" for steining of 45 cm thick for infiltration well including curing etc. complete and as directed by Town Panchayat officers.

Above GL Upto 4.5 m Height

Special ceiling plastering with CM 1:3 mix 10mm thick complying with standard specification and as directed by the Departmental Officers.

Plastering with cement mortar (1:5) 12 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications and as directed by Town Panchayat. officers.

Plastering with C.M 1:5 (one cement and five Msand) 20 mm thick including curing etc. complete and as directed by Town Panchayat officers.

Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification.

Painting two coats for Interior surface with approved Interior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification.

Supply, delivery fabrication and placing in position of MS, RTS rods for reinforcement for binding ring, pilasters, roof slab and well curb including cost of binding wire etc. complete and as directed by Town Panchayat Officers.

Providing steel centering using MS plate of size 90 cm x 60 cm - 13G to 10G thick welded with 25 cm x 3 mm MS angles supported with country wood scantling of size 10 cm x 6.5 cm at 50 cm c/c strutting with casuarinas props of 10 cm to 13 cm dia etc. complete and as directed by Town Panchayat. officers.

Plain Surface

Curved Surface

Square Column

Circular Column

Supplying,fabricating and fixing of MS Grills with Doors and Window gate (5.00 mx 1.80 m) with one Coat of Red Oxide with primer including all costs such as welding, grinding, fabrication charges cost and Conveyance at all materials to site etc. complete as per Standard Specification.

Painting two coats with Ready Mixed Enamel Paint in MS Grill gate (5 mx 1.80) two sleeves over the new iron works of approved quality and colour without priming coat including the cost all materials etc.,complete, in all Grill Works.

Supply and fixing of CI manhole cover of size 0.60 x 0.60 m with locking arrangements including the cost of RI sheet and fixing at the edges etc. complete and as directed by Town Panchayat. officers. (heavy type)

Supply and fixing of CI steps to be embedded in the wall of the infiltration well (inside) with vertical clearance of 0.30 m c/c and horizontal clearance of 0.38 mc/c in staggered manner etc. complete and as directed by Town Panchayat officers.

Providing GI ventilating arrangement of size 0.10m and as directed by the Town Pancahayat officers

Supply and delivery of 100mm GI Pipe nipple - 0.5 m

Supply and delivery of 100 mm GI Pipe nipple - 0.30 m

Supply and delivery of 100mm GI Tee - 1 No

Supply and delivery of 100 mm GI Bend - 2 No

Cutting of GI pipe - 3 No

Threading of GI pipe - 5 No

Labour charges for fixing

Supplying and filling in foundation and basement with stone dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.

Refilling the sides of foundation with excavated earth (other than sand) in layers of 15cm thick,watered well rammed and consolidated etc. complete complying with standard specification removing and spreading the surplus earth at the placed shown and as directed by the dept officers.

Ellis Pattern flooring with 20mm thick in Cement Concrete 1:2:4 Mix using 3 to 10 mm Stone Jelly Chips and top surfaces rended smooth in Cement – 10m2 ( no sand to be used ) complete in accordance with the specification and as directed by the Departmental Officers.

Supply and Delivery Fabrication of MS doors and windows with outer frame and shutter frame in MS angle of size 40mm x 40mm x 6 mm with MS flat 25mm x 25mm x 6mm and MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over coat of red oxide including cost of angles, plates, sheets, fabrication charges, cost of hold fast and transportation charges etc., complete.

Fully panelled double leaf Door - D - 1.00 m x 2.00m

Fully panelled double leaf window W1 - 0.90 x 1.20m

Fully panelled single leaf Ventilator - V -0.45 m x 0.60 m

Weathering course with surki concrete byusing broken brick jelly 20mm size inpure slaked lime over RCC roof slab, theproportion (being 32:12.5) for requireddepth of 80mm for giving required slopeand thickness to roof as required, wellbeaten with wooden beaters, includingcost of all materials, labour charges,curing etc., complete and as directed byTown Panchayath Officers.

Finishing the top of weathering coursewith one course of hydraulic machinepressed tiles of size 20cm x 20cm x 2cmof approved quality using CM 1:3 mixedwith crude oil 10% by weight of cementusing P Sand and pointed with same oiled mortorincluding cost of all materials, labourcharges, curing etc., complete and asdirected by Town Panchayath Officers.

Painting the Town Panchayat Emblem and writing the slogon in accordance with size and specifications as approved by the Town Panchayat Officers with approved colour and quality of paint on the colour and quality of paint on the exterior surface of Service Reservoir complete etc., and as directed by Town Panchayath Officers.

Providing and fixing of Cut stone fully dressed to size on all faces

Construction of RCC spiral staircase in RCC 1:1.5:3 (1 Cement : 1.5 MSand : 3 Coarse Aggregate) using 20 mm HBGS of 1.80 m diameter of required height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing 1:1.5:3 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc. complete as per standard specifications and as directed by Engineer. The staircase shall be braced to the column of service reservoir at suitable interval.

18 M STAGING HEIGHT

16 M STAGING HEIGHT

Providing and fixing of RCC 1:2:4 (one cement, two Msand and four course aggregate of 20mm size hard blue granite broken stone) for ventilators of approved pattern including cost of cement, reinforcement, centering, shuttering

Supplying and fixing of RCC M20 Grade Concrete Mix as per the standard specifications for RCC Handrails of 1 m height over the top of roof slab of approved pattern and design including the cost of reinforcement, centering, precasting, finishing, curing etc., complete as per standard specifications and as directed by Engineer-in-charge

RCC POST

RCC JOLLY WORK

Supplying, Laying, jointing of following CI specials of as per IS:7181-1986 with C.I pipes etc., complete as directed by the Engineer, and Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc, including cost of pipes, specials, valve, labour charges for lifting, aligning, fixing of CI pipes etc, complete as detailed below

For 2.50 LL Overhead Tank Inlet-250 mm-28.05 m Outlet-300 mm-21.75 m Overflow-300 mm-23.85 m Scour - 150 mm-24.35 m

For 4.00 LL Overhead Tank Inlet-200 mm-26.05 m Outlet-250 mm-19.75 m Overflow-250 mm-21.95 m Scour - 150 mm-22.35 m

For 5.00 LL Overhead Tank Inlet-200 mm-26.05 m Outlet-250 mm-19.75 m Overflow-250 mm-21.95 m Scour - 150 mm-22.35 m

Providing and fixing of RCC inner access ladder (3.95 M ) in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 4Scm consisting of two Nos. of ve~ical post of 10cm x lScm and step slab of 2Smm x 25mm etc., complete and as directed by Dept officers. Providing PVC ventilating arrangements mosquito proof nylon net with 1l0mm PVC pipes and cowl and as directed by Dept officers. Providing cut stone slab in CM 1:3 and as directed by dept officers. 3.95 m Height

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, complete as directed by Town Panchayat Officers.

650 LPM x 20 M - 4 HP Head for Proposed Openwell

360 LPM x 25 M - 3 HP Head for Existing Nagarvilai Sump

570 LPM x 55 M - 9 HP Head for Existing Kamatchi Amman Koil Sump

Supply and delivery of Horizontal split casing centrifugal pump conforming to IS 1520 and as amended thereafter with CI casing and split glands, stainless steel shaft, hydraulically and dynamically balanced bronze impellers capable of discharging required quantity of water against a total head noted below due to all causes and with the accessories such as G.M air release cock, Grease cup, G.I priming funnel, M.S lifting hook, drip water G.I pipe connections, leading to the outside of pump house rubber water deflector, double flap foot valve, G.M strainer including unique tyre type coupling, common M.S fabricated base to mount pump and motor and other standard fittings etc complete. Pump shall be capable of discharging the specified quantity at the head noted at the minimum NPSH at site conditions. The shut off head shall be atleast 25% over and above the head at duty point. The pump shall be suitable for operation in AC three phase, 415 V, 50 Hz, 1500 RPM.

3800 LPM x 28 M Head - 32 HP @ Existing Sump in Puthupatti

2750 LPM X 35 M Head - 29 HP for Proposed Sump

Supply and delivery of AC three Phase 4 pole Horizontal squirrel cage Induction motor confiriming to IS 325/1996 and as amended thereafter with Class F insulation to suit the speed of pump and suitable for operation with continous S1 rated, 415 V +/- 10 %, 50 HZ +/- 5%, TEFC (upto 20 HP), SPDP (above 20 HP). The motor offered should be of energy efficient motors.

3800 LPM x 28 M Head - 32 HP @ Existing Sump in Puthupatti

2750 LPM X 35 M Head - 29 HP for Proposed Sump

Supply and delivery of Fully Automatic Auto Transformer Starter suitable for the motor offered. Floor mounting type air/ oil cooled Auto Transformer Starter with tapings at 50%, 65%, 80%, housed in robust steel chamber with arc and main contacts confirming to IS 8544 Part IV and as amended therafter for operation in AC three Phase 50 Hz (+/- 5%), 415V (+/- 10%) with the following components, under voltage release with no volt coil, over load relay with dash pot arrangements, single phasing preventor, LED ON/ OFF switches, Mounted Ammeter, Earth leakage relay, contactor assembly suitable for next standard KW rating, in coming and out going cable entry provisions, transformer tank including first filling of oil etc.

3800 LPM x 28 M Head - 32 HP @ Existing Sump in Puthupatti

2750 LPM X 35 M Head - 29 HP for Proposed Sump

Supply and delivery of direct online starter confirming to IS13947, IEC60947-1 and as amended thereafter with suitable KW rating for operation in AC/Three Phase/50HZ(± 5%) and 415 V(±10%) including Ammeter, Voltmeter, Thermal Overload relay, 16 Amps 2 pole Magnetic Contactor with under Voltage protection, Indication lamp, starting capacitor, running capacitor and On/Off Push button switches, 5 way connector, wiring with 1 sq. mm/1.5 sq. mm copper PVC insulated cable, powder coated vermin proof box including the capacitor (the cost of capacitor is to be taken separately)

650 LPM x 20 M - 4 HP Head for Proposed Openwell

360 LPM x 25 M - 3 HP Head for Existing Nagarvilai Sump

570 LPM x 55 M - 9 HP Head for Kamatchi Amman Koil Sump

Supply and delivery of Mixed DI Electric capacitor with TNEB Test certificate with accessories inclusive of Banking charges, such as providing of copper bus bars with provision for adding atleast 2 capacitors at later date, cable entry box, fabricating charges etc. complete. confirming to IS 2834,complete as directed by Town Panchayat Officers.

Providing TWIN CI EARTHING as per IS 3043/1987 and Latest amendments,complete, as directed by Town Panchayat Officers.

Upto 25 HP installation

Above 25 to 60 HP installation

Supply and delivery of L.T. Cables 1.1 KV Grade Armoured Aluminium conductor cross linked Poly Ethylene insulated PVC sheathed cables confirming to IS 7098 (Part I)/1988 with ISI marking, complete and as directed by Town Panchayat Officers

3800 LPM x 28 M Head - 32 HP @ Existing Sump in Puthupatti & 2750 LPM X 35 M Head - 29 HP for Proposed Sump

3 Core 4 Sq.mm

3 Core 16 Sq.mm

3.5 Core 50 Sq.mm

3.5 Core 70 Sq.mm

3 Core 70 Sq.mm

Laying of L.T.Cables in trenches inside the pump room or in air, complete. and as directed by Town Panchayat Officers.

3 Core 4 Sq.mm

3 Core 16 Sq.mm

3.5 Core 50 Sq.mm

For Open Well Pumpset Connection

For Existing Sumps @ Nagarvilai & Kamatchi Amman Koil Sump Pumpset Connection

3.5 Core 70 Sq.mm

3 Core 70 Sq.mm

Jointing of L.T.Cables 1.1 KV Grade Armoured Aluminium conductor cable confirming to IS 1554/ Part 1 with ISI marking, complete. and as directed by Town Panchayat Officers.

3800 LPM x 28 M Head - 32 HP @ Existing Sump in Puthupatti & 2750 LPM X 35 M Head - 29 HP for Proposed Sump

3 Core 4 Sq.mm

3 Core 16 Sq.mm

3.5 Core 50 Sq.mm

3.5 Core 70 Sq.mm

3 Core 70 Sq.mm

Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days complete and as directed by Town Panchayat Officers.

650 LPM x 20 M - 4 HP Head for Proposed Openwell

360 LPM x 25 M - 3 HP Head for Existing Nagarvilai Sump

570 LPM x 55 M - 9 HP Head for Existing Kamatchi Amman Koil Sump

Labour charges for the erection of Horizontal split casing centrifugal pump including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days complete and as directed by Town Panchayat Officers.

3800 LPM x 28 M Head - 32 HP @ Existing Sump in Puthupatti

2750 LPM X 35 M Head - 29 HP for Proposed Sump

Supply and Delivery of Horizontal Three Phase Distribution Board with MCBS 4 way / 6 way / 8 way / 12 way TPMCB sheet steel distribution boards Flush type / Surface type fitted with Bus bars and Neutral links with single/ three phase MCB outgoings and separate 4 way provision for accommodating one No. 4 pole incoming MCB / Isolator and another separate 4 way provision for accommodating one No. 4 pole ELCB / RCD with label holder and provisions for taking up cable for size not less than 35 sq.mm. complete with Metal door cover with IP 42 protection as directed by TWAD Board Officers - Legrand (MDS)/ HAGER (L&T) - 4 ways 3 Phase DB .

For Open Well Pumpset Connection

For Existing Sump Pumpset Connection

3800 LPM x 28 M Head - 32 HP @ Existing Sump in Puthupatti & 2750 LPM X 35 M Head - 29 HP for Proposed Sump

Supply and delivery of floor mounting type weather, vermin and dust proof powder coated M.V. cubical panel board of 14 SWG M.S. Sheet and MS angle iron frame work with enclosed copper busbar 4 Nos. of required current carrying capacity with all internal wiring as per I.E. Rules,. The design of panel board should facilitate for quick operation of all switches from the front side. The panel board should be completed with all internal wiring including necessary twin copper earthing arrangements and consists of the components for controlling incoming and outgoing supply, complete and as directed by Town panchayat Officers.

1 No 250 Amps MCCB 4 Pole to control the incoming load from EB supply to Panel Board

2 Nos.250 Amps MCCB - 3 Pole to control outgoing supply to the pumpset head with interlocking

1 No 63 Amps MCB to control outgoing supply to Vaccuum Pumpset

1 No 63 Amps MCB to control outgoing supply to capacitor bank

1 No 63 Amps MCB to control outgoing supply to lighting load

1 No 250 Amps MCCB 4 Pole as spare

1 No 250 Amps MCCB 3 Pole as spare

Supply and delivery of Change over switches (GEM /HAVELLS / HPL/ STANDARD /EQUIVALENT) complete and as diected by Town Panchayat Officers.

63 Amps 3 phase 500 Volt 4 pole to the pumpset 611 LPM X 11 M head

For Open Well Pumpset Connection

For Existing Sump Pumpset Connection

For Sump Pumpset Connection

400 Amps 3 phase 500 Volt 4 pole to the pumpset 1222 LPM x 49 M Head

Pumproom Wiring

Wiring with 1.5sq.mm(22/0.3) PVC INSULATED SINGLE CORE MULTI STRAND FIRE RETARDANT FLEXIBLE COPPER CABLE WITH ISI MARK CONFORMING TO IS

Supply and Delivery of BOX TYPE SINGLE FLUORESCENT FITTING WITH COPPER CHOKE AND CONDENSOR COMPLETE WITH ISI MARK- 4 Ft. 40 Watts Box type with Ballast (Philips/Crompton / Wipro / Equivalent) complete and as directed by Town Panchayat Officers.

Supply and Delivery of FLUORESCENT TUBULAR LAMPS WITH ISI MARK - Cool Day light 4 Ft. 40 Watts complete and as directed by Town Panchayat Officers.

Supply and Delivery of Plug and Sockets- 5 Amps /15 amps.3 pin flush type wall socket only, complete and as directed by Town Panchayat Officers.

Supply and Delivery of Plug and Sockets- 15 Amps 3 pin Top, complete and as directed by Town Panchayat Officers.

Rechargeable Emergency lamp( 600mm fluorescent lamp) complete and as directed by Town Panchayat Officers.

Supply and Delivery of Led outdoor fittings - 48 Watts LED Focus light with LED fittings, complete and as directed by Enginner in charge.

Supply and Delivery of 48" Celling Fan 5 star (without Requlator).

Supply and delivery of following set of tools mounted on a teak wood tool Board to be fixed on the wall of the pump room, complete and as directed by Town Panchayat Officers.

DE Spanner set 6 to 32 Jhalani Make or equivalent- 1 set

Rings spanner set 6 to 32 Jhalani Make or equivalent - 1 set

200mm Screw Driver 825 Taparia Make or equivalent - 1 set

300mm Screw Driver 829 Taparia Make or equivalent - 1 set

800gm Ball Pane Hammer with Handle Taparia Make - 1 set

Pipe Wrench 14” Jhalani Make or equivalent - 1 set

Pipe Wrench 24” Jhalani Make or equivalent - 1 set

6” Chain wrench best India make or equivalent - 1 set

Supply and delivery of following safety appliances, complete and as directed by Town Panchayat Officers.

Electrical quality 6mm thick rubber mat - 1 no.

Electrical gloves tested to 11 KV /22 KV with wooden box dusted with french chalk powder - 1 pair

Wooden First Aid Box - 1 no.

Laminated shock treatment chart - 1 no.

Fire Bucket-3 Nos Hooked to MS stand - 1 set

5 kg capacity ISI marked Dry chemical powder fire extinguisher - 1 no.

Supply and delivery of LT/LTCT METERING BOX as per IE rules and TANGEDCO norms

Supply and delivery of 150mm dia Pressure Gauge and Vaccum guage including all accessories as per specification (For Suction and Delivery to be mounted on wall on Teak Wood Board) complete as directed by Town Panchayat Officers.

Supply , delivery and fixing of GI/CI D/F pipes and specials for providing pipe connection for the pumpset, complete and as directed by Town Panchayat Officers.

100 mm Diameter Gate Valve, Reflux Valve with necessary specials - For Proposed Open Well - 650 LPM x 20 M - 4 HP Head for Proposed Openwell

100 mm DI.DUCK FOOT BEND - 2 Nos

100 mm X 2 M DI. D/F PIPE - 10 Nos

100 mm DI.D/F 90 DEG BEND - 2 Nos

100 mm X 1 M DI. D/F PIPE - 2 Nos

100 mm DI D/F Gate Valve- 2 Nos

100 mm DI D/F Non - Return Valve - 2 Nos

100 mm DI.D/F 90 DEG BEND - 1 No

100 mm X 0.3 M DI. D/F PIPE - 1 No.)

100 mm X 100 mm X 100 mm DI.A/F TEE - 1 Nos

100 mm X 1 M DI. D/F PIPE - 1 No.

100 mm to 150 mm DI. D/F Enlarger - 1 No.

150 mm X 1 M DI. D/F PIPE - 1 No.

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS- 638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 100 mm - 26 Nos

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS- 638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 150 mm - 2 Nos

100 mm Diameter Gate Valve, Reflux Valve with necessary specials - For 360 LPM x 25 M - 3 HP Head for Existing Nagarvilai Sump

SUCTION SIDE

100 mm DI.DUCK FOOT BEND - 2 Nos

100 mm X 2 M DI. D/F PIPE - 4 Nos

100 mm DI.D/F 90 DEG BEND - 2 Nos

100 mm X 1 M DI. D/F PIPE - 2 Nos

DELIVERY SIDE

100 mm DI D/F Gate Valve - 2 Nos

100 mm DI D/F Non - Return Valve - 2 Nos

100 mm DI.D/F 90 DEG BEND - 1 No

100 mm X 0.3 M DI. D/F PIPE - 1 No.)

100 mm X 100 mm X 100 mm DI.A/F TEE - 1 Nos

100 mm X 1 M DI. D/F PIPE - 1 No.

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS- 638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 100 mm - 20 Nos

100 mm Diameter Gate Valve, Reflux Valve with necessary specials - For 570 LPM x 55 M - 9 HP Head for Existing Kamatchi Amman Koil Sump

SUCTION SIDE

100 mm DI.DUCK FOOT BEND - 2 Nos

100 mm X 2 M DI. D/F PIPE - 4 Nos

100 mm DI.D/F 90 DEG BEND - 2 Nos

100 mm X 1 M DI. D/F PIPE - 2 Nos

DELIVERY SIDE

100 mm DI D/F Gate Valve - 2 Nos

100 mm DI D/F Non - Return Valve - 2 Nos

100 mm DI.D/F 90 DEG BEND - 1 No

100 mm X 0.3 M DI. D/F PIPE - 1 No.)

100 mm X 100 mm X 100 mm DI.A/F TEE - 1 Nos

100 mm X 1 M DI. D/F PIPE - 1 No.

100 mm to 150 mm DI. D/F Enlarger - 1 No.

150 mm DI Flanged Spigot - 1 No.

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS- 638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 100 mm - 20 Nos

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS- 638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 150 mm - 1 No.

250 mm Diameter Gate Valve, Reflux Valve with necessary specials - 3800 LPM x 28 M Head - 32 HP @ Existing Sump in Puthupatti

SUCTION SIDE

250 mm X 1 M DI. D/F PIPE - 8 Nos

250 mm DI.D/F 90 DEG BEND - 2 Nos

250 mm X 1 M DI. D/F PIPE - 2 Nos

250 mm X 1 M DI. D/F PIPE - 4 Nos

DELIVERY SIDE IN PUMPROOM

250 mm DI D/F Gate Valve - 2 Nos

250 mm DI D/F Non - Return Valve - 2 Nos

250 mm DI.D/F 90 DEG BEND - 1 No

250 mm X 0.3 M DI. D/F PIPE - 1 No.)

250 mm X 250 mm X 250 mm DI.A/F TEE - 1 Nos

250 mm X 1 M DI. D/F PIPE - 1 No.

250 MM to 300 MM DI. D/F Enlarger - 1 No.

300 mm DI Flanged Spigot T.P - 1 No.

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 250 mm - 28 Nos

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 300 mm - 1 Nos

250 mm Diameter Gate Valve, Reflux Valve with necessary specials - 2750 LPM X 35 M Head - 29 HP for Proposed Sump

SUCTION SIDE

250 mm X 1 M DI. D/F PIPE - 8 Nos

250 mm DI.D/F 90 DEG BEND - 2 Nos

250 mm X 1 M DI. D/F PIPE - 2 Nos

250 mm X 1 M DI. D/F PIPE - 4 Nos

DELIVERY SIDE IN PUMPROOM

250 mm DI D/F Gate Valve - 2 Nos

250 mm DI D/F Non - Return Valve - 2 Nos

250 mm DI.D/F 90 DEG BEND - 1 No

250 mm X 0.3 M DI. D/F PIPE - 1 No.)

250 mm X 250 mm X 250 mm DI.A/F TEE - 1 Nos

250 mm X 1 M DI. D/F PIPE - 1 No.

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 250 mm - 28 Nos

3800 LPM x 28 M Head - 32 HP @ Existing Sump in Puthupatti & 2750 LPM X 35 M Head - 29 HP for Proposed Sump

200 Amps Aerial fuse unit on suitable MS Plate, 40 mm GI service pipe for a length of 3 m including specials and 200 Amps TPN Metal Clad switch with neutral links - Above 25 HP and Upto 70 HP.

3T capacity hand operated over head Travelling (HOT) crane suitable for a span upto 6 Mtrs, and travel length upto 10 Mtrs. with clear lift upto 6 M including gear type chain pulley block and geared Travelling trolley complete with all accessories including girder

Designing and preparation of CEIG drawings, obtaining Approval and safety certificate including submission of Completion report and rectification report.

Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x 50mmx 4mm alround covered with 16 gauge MS sheet and kiosk door made up of MS plates of size 25 mm x 3 mm including cutting, welding, grinding, locking arrangements and labour charges etc.,