Package No.60/2020-21 Implementation of Jal Jeevan Mission to provide Functional Household Tap connection to Rural Households in Thappakuttai Village Panchayats in Magudanchavadi Panchayat Union in Salem District for the Year 2020-21 Re - Tender

Amount

1.) Providing Pipeline and FHTC in Athanur, Veerakaran Koil, Thadikaranur, MGR Nagar at Thappakuttai Panchayat H/O Thappakuttai

1.A) New Pumping Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

75 mm Dia PVC Pipe

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

75 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

75 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

75 mm Dia PVC Pipe

1.B) New Distribution Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

63 mm Dia PVC Pipe

63 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

63 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

63 mm Dia PVC Pipe

1.C) Provision for FHTC

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK 20mm

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc 20 mm OD PVC Pipe 6 KSC

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. 20 mm OD PVC Pipe 6 KSC

Provision for House Service Connection

Electrofusion tapping saddle for 20mm

b. Poly Propylene compression Female Threaded Adaptor for 20mm

c. Poly propylene 90 Degree Compression elbow for 20mm

d. Poly Propylene compression Female Threaded Elbow for 20mm

e. Poly Propylene compression Male Threaded Adaptor for 20mm

f. U PVC ball valve for 20mm

g.Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc ( TWAD SOR Pag. No. 151/188)

h.cutting MDPE Pipes and specials true axis and finishing the end complete( TWAD SOR Pag. No. 244/12c)

Supply and delivery of Woltman model with removal mechanism Cast Iron body water meters, hermetically sealed conforming to latest editions of IS-2373 / ISO-4064 part I, II, III class B. The totaliser shell been closed in a metallic housing register for IP 68 protection. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointers of the meter shall be as per ISO 4064 specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. The water meter should have with Accuracy / life cycle from FCRI / NABL accredited lab.

Water Meter

Dirt Box

Erection Charges

Provision of Flow Control Valve at every Branch Line Junction to every house hold line connection for regulation the flow of discharge.

2.) Providing Pipeline and FHTC in Kannimar Koil KV, Malakadu, Thiruvalipatti Mettukadu, Vizhaamarathan KV, Reddiyur Ponnusamy Kadu at Thappakuttai Panchayat H/O Thappakuttai

2.A) New Pumping Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

75 mm Dia PVC Pipe

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

75 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

75 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

75 mm Dia PVC Pipe

2.B) New Distribution Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

63 mm Dia PVC Pipe

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

63 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

63 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

63 mm Dia PVC Pipe

2.C) Provision for FHTC

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK 20mm

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc 20 mm OD PVC Pipe 6 KSC

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. 20 mm OD PVC Pipe 6 KSC

Provision for House Service Connection

Electrofusion tapping saddle for 20mm

b. Poly Propylene compression Female Threaded Adaptor for 20mm

c. Poly propylene 90 Degree Compression elbow for 20mm

d. Poly Propylene compression Female Threaded Elbow for 20mm

e. Poly Propylene compression Male Threaded Adaptor for 20mm

f. U PVC ball valve for 20mm

g.Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc ( TWAD SOR Pag. No. 151/188)

h.cutting MDPE Pipes and specials true axis and finishing the end complete( TWAD SOR Pag. No. 244/12c)

Supply and delivery of Woltman model with removal mechanism Cast Iron body water meters, hermetically sealed conforming to latest editions of IS-2373 / ISO-4064 part I, II, III class B. The totaliser shell been closed in a metallic housing register for IP 68 protection. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointers of the meter shall be as per ISO 4064 specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. The water meter should have with Accuracy / life cycle from FCRI / NABL accredited lab.

Water Meter

Dirt Box

Erection Charges

Provision of Flow Control Valve at every Branch Line Junction to every house hold line connection for regulation the flow of discharge.

3.) Providing Pipeline and FHTC in Palikannan KV, Palakkaran Valavu, Muthu Kuttiyur, Karuppasamy Koil and Palaiyur at Thappakuttai Panchayat H/O Thappakuttai

3.A) New Pumping Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

75 mm Dia PVC Pipe

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

75 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

75 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

75 mm Dia PVC Pipe

3.B) New Distribution Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

63 mm Dia PVC Pipe

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

63 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

63 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

63 mm Dia PVC Pipe

3.C) Provision for FHTC

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK 20mm

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc 20 mm OD PVC Pipe 6 KSC

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. 20 mm OD PVC Pipe 6 KSC

Provision for House Service Connection

Electrofusion tapping saddle for 20mm

b. Poly Propylene compression Female Threaded Adaptor for 20mm

c. Poly propylene 90 Degree Compression elbow for 20mm

d. Poly Propylene compression Female Threaded Elbow for 20mm

e. Poly Propylene compression Male Threaded Adaptor for 20mm

f. U PVC ball valve for 20mm

g.Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc ( TWAD SOR Pag. No. 151/188)

h.cutting MDPE Pipes and specials true axis and finishing the end complete( TWAD SOR Pag. No. 244/12c)

Supply and delivery of Woltman model with removal mechanism Cast Iron body water meters, hermetically sealed conforming to latest editions of IS-2373 / ISO-4064 part I, II, III class B. The totaliser shell been closed in a metallic housing register for IP 68 protection. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointers of the meter shall be as per ISO 4064 specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. The water meter should have with Accuracy / life cycle from FCRI / NABL accredited lab.

Water Meter

Dirt Box

Erection Charges

Provision of Flow Control Valve at every Branch Line Junction to every house hold line connection for regulation the flow of discharge.

4.) Providing Pipeline and FHTC in Chinnamariyamman Koil, Chinnamariyamman Koil AR Street, Poochi Reddiyur and Krishna Reddiyur at Thappakuttai Panchayat H/O Thappakuttai

4.A) New Pumping Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

75 mm Dia PVC Pipe

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

75 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

75 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

75 mm Dia PVC Pipe

4.B) New Distribution Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

63 mm Dia PVC Pipe

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

63 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

63 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

63 mm Dia PVC Pipe

4.C) Provision for FHTC

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK 20mm

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc 20 mm OD PVC Pipe 6 KSC

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. 20 mm OD PVC Pipe 6 KSC

Provision for House Service Connection

Electrofusion tapping saddle for 20mm

b. Poly Propylene compression Female Threaded Adaptor for 20mm

c. Poly propylene 90 Degree Compression elbow for 20mm

d. Poly Propylene compression Female Threaded Elbow for 20mm

e. Poly Propylene compression Male Threaded Adaptor for 20mm

f. U PVC ball valve for 20mm

g.Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc ( TWAD SOR Pag. No. 151/188)

h.cutting MDPE Pipes and specials true axis and finishing the end complete( TWAD SOR Pag. No. 244/12c)

Supply and delivery of Woltman model with removal mechanism Cast Iron body water meters, hermetically sealed conforming to latest editions of IS-2373 / ISO-4064 part I, II, III class B. The totaliser shell been closed in a metallic housing register for IP 68 protection. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointers of the meter shall be as per ISO 4064 specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. The water meter should have with Accuracy / life cycle from FCRI / NABL accredited lab.

Water Meter

Dirt Box

Erection Charges

Provision of Flow Control Valve at every Branch Line Junction to every house hold line connection for regulation the flow of discharge.

5.) Providing Pipeline and FHTC in Sundeli Perumal Koil, Karuppa goundanur and Navithar Theru at Thappakutta Panchayat H/O Thappakuttai

5.A) New Pumping Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

75 mm Dia PVC Pipe

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

75 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

75 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

75 mm Dia PVC Pipe

5.B) New Distribution Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

63 mm Dia PVC Pipe

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

63 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

63 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

63 mm Dia PVC Pipe

5.C) Provision for FHTC

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK 20mm

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc 20 mm OD PVC Pipe 6 KSC

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. 20 mm OD PVC Pipe 6 KSC

Provision for House Service Connection

Electrofusion tapping saddle for 20mm

b. Poly Propylene compression Female Threaded Adaptor for 20mm

c. Poly propylene 90 Degree Compression elbow for 20mm

d. Poly Propylene compression Female Threaded Elbow for 20mm

e. Poly Propylene compression Male Threaded Adaptor for 20mm

f. U PVC ball valve for 20mm

g.Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc ( TWAD SOR Pag. No. 151/188)

h.cutting MDPE Pipes and specials true axis and finishing the end complete( TWAD SOR Pag. No. 244/12c)

Supply and delivery of Woltman model with removal mechanism Cast Iron body water meters, hermetically sealed conforming to latest editions of IS-2373 / ISO-4064 part I, II, III class B. The totaliser shell been closed in a metallic housing register for IP 68 protection. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointers of the meter shall be as per ISO 4064 specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. The water meter should have with Accuracy / life cycle from FCRI / NABL accredited lab.

Water Meter

Dirt Box

Erection Charges

Provision of Flow Control Valve at every Branch Line Junction to every house hold line connection for regulation the flow of discharge.

6.) Providing Pipeline and FHTC in Kuruvagoundanur and Vella Karadu medu at Thappakuttai Panchayat H/O Thappakuttai

6.A) New Pumping Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

75 mm Dia PVC Pipe

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

75 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

75 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

75 mm Dia PVC Pipe

6.B) New Distribution Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

63 mm Dia PVC Pipe

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

63 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

63 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

63 mm Dia PVC Pipe

6.C) Provision for FHTC

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK 20mm

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc 20 mm OD PVC Pipe 6 KSC

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. 20 mm OD PVC Pipe 6 KSC

Provision for House Service Connection

Electrofusion tapping saddle for 20mm

b. Poly Propylene compression Female Threaded Adaptor for 20mm

c. Poly propylene 90 Degree Compression elbow for 20mm

d. Poly Propylene compression Female Threaded Elbow for 20mm

e. Poly Propylene compression Male Threaded Adaptor for 20mm

f. U PVC ball valve for 20mm

g.Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc ( TWAD SOR Pag. No. 151/188)

h.cutting MDPE Pipes and specials true axis and finishing the end complete( TWAD SOR Pag. No. 244/12c)

Supply and delivery of Woltman model with removal mechanism Cast Iron body water meters, hermetically sealed conforming to latest editions of IS-2373 / ISO-4064 part I, II, III class B. The totaliser shell been closed in a metallic housing register for IP 68 protection. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointers of the meter shall be as per ISO 4064 specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. The water meter should have with Accuracy / life cycle from FCRI / NABL accredited lab.

Water Meter

Dirt Box

Erection Charges

Provision of Flow Control Valve at every Branch Line Junction to every house hold line connection for regulation the flow of discharge.

7.) Providing Pipeline and FHTC in Kaalinganur, Poosariyur, Kambarikadu, Pudattikadu, Ramasamy Valavu, Poosariyur AR Street, Ayyanur and Eshwaran Koil AD Street at Thappakuttai Panchayat H/O Thappakuttai

7.A) New Pumping Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

75 mm Dia PVC Pipe

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

75 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

75 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

75 mm Dia PVC Pipe

7.B) New Distribution Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

63 mm Dia PVC Pipe

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

63 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

63 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

63 mm Dia PVC Pipe

7.C) Provision for FHTC

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK 20mm

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc 20 mm OD PVC Pipe 6 KSC

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. 20 mm OD PVC Pipe 6 KSC

Provision for House Service Connection

Electrofusion tapping saddle for 20mm

b. Poly Propylene compression Female Threaded Adaptor for 20mm

c. Poly propylene 90 Degree Compression elbow for 20mm

d. Poly Propylene compression Female Threaded Elbow for 20mm

e. Poly Propylene compression Male Threaded Adaptor for 20mm

f. U PVC ball valve for 20mm

g.Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc ( TWAD SOR Pag. No. 151/188)

h.cutting MDPE Pipes and specials true axis and finishing the end complete( TWAD SOR Pag. No. 244/12c)

Supply and delivery of Woltman model with removal mechanism Cast Iron body water meters, hermetically sealed conforming to latest editions of IS-2373 / ISO-4064 part I, II, III class B. The totaliser shell been closed in a metallic housing register for IP 68 protection. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointers of the meter shall be as per ISO 4064 specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. The water meter should have with Accuracy / life cycle from FCRI / NABL accredited lab.

Water Meter

Dirt Box

Erection Charges

Provision of Flow Control Valve at every Branch Line Junction to every house hold line connection for regulation the flow of discharge.

8.) Providing Pipeline and FHTC in Thappakuttai, Ayyanur Therku theru and Kanthapilliyar Koil and Pottiamma Valavu at Thappakuttai Panchayat H/O Thappakuttai

8.A) New Pumping Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

75 mm Dia PVC Pipe

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

75 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

75 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

75 mm Dia PVC Pipe

8.B) New Distribution Main Pipe Line

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

63 mm Dia PVC Pipe

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK

63 mm Dia PVC Pipe

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc

63 mm Dia PVC Pipe

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested

63 mm Dia PVC Pipe

8.C) Provision for FHTC

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (Measurement as per Surveying Data with reference to Drawings)

MDPE PE 80 PN16 Blue pipe as per standards ISO 4427 and Tested as per BS 6920 in WRC-NSF LTD, UK 20mm

Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc 20 mm OD PVC Pipe 6 KSC

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested. 20 mm OD PVC Pipe 6 KSC

Provision for House Service Connection

Electrofusion tapping saddle for 20mm

b. Poly Propylene compression Female Threaded Adaptor for 20mm

c. Poly propylene 90 Degree Compression elbow for 20mm

d. Poly Propylene compression Female Threaded Elbow for 20mm

e. Poly Propylene compression Male Threaded Adaptor for 20mm

f. U PVC ball valve for 20mm

g.Supply and delivery of the MS clamp and fixing in wall in open space with required screw etc ( TWAD SOR Pag. No. 151/188)

h.cutting MDPE Pipes and specials true axis and finishing the end complete( TWAD SOR Pag. No. 244/12c)

Supply and delivery of Woltman model with removal mechanism Cast Iron body water meters, hermetically sealed conforming to latest editions of IS-2373 / ISO-4064 part I, II, III class B. The totaliser shell been closed in a metallic housing register for IP 68 protection. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointers of the meter shall be as per ISO 4064 specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. The water meter should have with Accuracy / life cycle from FCRI / NABL accredited lab.

Water Meter

Dirt Box

Erection Charges

Provision of Flow Control Valve at every Branch Line Junction to every house hold line connection for regulation the flow of discharge.

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

P.VARADHAN