Package No.19/2020-21 Implementation of Jal Jeevan Mission to provide Functional Household Tap connection to Rural Households in Senaipalayam Village Panchayats in Veerapandi Panchayat Union in Salem District for the year 2020-21

Amount

1.) Providing New borewell, Pipeline and FHTC in Senaipalayam, Paraikadu, Dasankadu, Servampalayam, Nadar theru, Mel Ayyampalayam and Keel Ayyampalayam at Senaipalayam Panchayat H/O Senaipalayam

1.A) New Bore Well, Motor with Pipe Line at Senaipalayam

Providing Geophysical investivation charges including Preparation of Geo Physical survey report etc complete. .

Drilling of 150 mm dia bore Well in hard area including labour charges for inserting the casing pipe in the overburden soil area and developing charges etc complete including with bore welll cover Overburden soil Depth Upto Cashing Pipe

Hard rock soil Depth Below Cashing Pipe

Supply & delivey of ISI marked Cashing Pipe150mm OD 6 KSC PVC pipes

Supplying and Delivery of 50 LPM x 225m Submersible Pumpset 7.5 HP Motor

Supplying and Delivery of Control 7.5 HP 3 Phase Panel Board (With two level guardand auto start )

Supplying and Delivery of 4.00 Sq.mm cable

Supplying and Delivery of 50 mm GI pipes

50 mm GI Coupling

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

Provision of MS Kiosk for Motor Room

Construction of Pedestal for MS Kiosk

Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.

Supply & delivey of ISI marked 6 KSC 63 mm PVC pipes

Towards Labour charges for laying and jointing of PVC/GI Pipes and Accessoriesas per BIS standards including all Charges etc

Refilling with Excavated earth for for pipe trench including all as per standard Specification Charges etc.,Complete 75 mm PVC Pipe

Supply and run of 2 x 1.50 sqmm (22/03) PVC insulated SC unsheathed

Provision of 1000 Lit Sintex Tank

Construction of Pedestal for 1000 lit Sintex Tank

Provision for GI / PVC Specials

50 mm NRV

50 mm GI Elbow

Bore End Cap

Flange Set

MS Clampset

1.B) Pumping Main Line in Senaipalayam

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 75mm PVC 4 KSC

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 75mm PVC 4 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. 75mm PVC 4 KSC

75 mm PVC Bend

75mm PVC Elbow

75mm PVC Tee

1.C) Distribution Main Line in Senaipalayam

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 63mm PVC 6 KSC

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 63mm PVC 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. 63mm PVC 6 KSC

63 mm PVC Bend

63mm PVC Elbow

63mm PVC Tee

1.D) Provision for FHTC in Senaipalayam

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.A) New Bore Well, Motor with Pipe Line at Paraikadu

Providing Geophysical investivation charges including Preparation of Geo Physical survey report etc complete. .

Drilling of 150 mm dia bore Well in hard area including labour charges for inserting the casing pipe in the overburden soil area and developing charges etc complete including with bore welll cover Overburden soil Depth Upto Cashing Pipe

Hard rock soil Depth Below Cashing Pipe

Supply & delivey of ISI marked Cashing Pipe150mm OD 6 KSC PVC pipes

Supplying and Delivery of 50 LPM x 225m Submersible Pumpset 7.5 HP Motor

Supplying and Delivery of Control 7.5 HP 3 Phase Panel Board (With two level guardand auto start )

Supplying and Delivery of 4.00 Sq.mm cable

Supplying and Delivery of 50 mm GI pipes

50 mm GI Coupling

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

Provision of MS Kiosk for Motor Room

Construction of Pedestal for MS Kiosk

Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.

Supply & delivey of ISI marked 6 KSC 63 mm PVC pipes

Towards Labour charges for laying and jointing of PVC/GI Pipes and Accessoriesas per BIS standards including all Charges etc

Refilling with Excavated earth for for pipe trench including all as per standard Specification Charges etc.,Complete 75 mm PVC Pipe

Supply and run of 2 x 1.50 sqmm (22/03) PVC insulated SC unsheathed

Provision of 1000 Lit Sintex Tank

Construction of Pedestal for 1000 lit Sintex Tank

Provision for GI / PVC Specials

50 mm NRV

50 mm GI Elbow

Bore End Cap

Flange Set

MS Clampset

2.B) Pumping Main Line in Paraikadu

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 75mm PVC 4 KSC

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 75mm PVC 4 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. 75mm PVC 4 KSC

75 mm PVC Bend

75mm PVC Elbow

75mm PVC Tee

2.C) Distribution Main Line in Paraikadu

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 63mm PVC 6 KSC

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 63mm PVC 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. 63mm PVC 6 KSC

63 mm PVC Bend

63mm PVC Elbow

63mm PVC Tee

2.D) Provision for FHTC in Paraikadu

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.A) Distribution Main Line in Dasankadu

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 63mm PVC 6 KSC

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 63mm PVC 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. 63mm PVC 6 KSC

63 mm PVC Bend

63mm PVC Elbow

63mm PVC Tee

3.B) Provision for FHTC in Dasankadu

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.A) Pumping Main Line in Servampalayam

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 75mm PVC 4 KSC

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 75mm PVC 4 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. 75mm PVC 4 KSC

75 mm PVC Bend

75mm PVC Elbow

75mm PVC Tee

4.B) Distribution Main Line in Servampalayam

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 63mm PVC 6 KSC

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 63mm PVC 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. 63mm PVC 6 KSC

63 mm PVC Bend

63mm PVC Elbow

63mm PVC Tee

4.C) Provision for FHTC in Servampalayam

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)

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

5.A) Pumping Main Line in Nadar Theru

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 75mm PVC 4 KSC

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 75mm PVC 4 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. 75mm PVC 4 KSC

75 mm PVC Bend

75mm PVC Elbow

75mm PVC Tee

5.B) Distribution Main Line in Nadar Theru

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 63mm PVC 6 KSC

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 63mm PVC 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. 63mm PVC 6 KSC

63 mm PVC Bend

63mm PVC Elbow

63mm PVC Tee

5.C) Provision for FHTC in Nadar Theru

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.A) Pumping Main Line in Mel Ayyampalayam

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 75mm PVC 4 KSC

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 75mm PVC 4 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. 75mm PVC 4 KSC

75 mm PVC Bend

75mm PVC Elbow

75mm PVC Tee

6.B) Distribution Main Line in Mel Ayyampalayam

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 63mm PVC 6 KSC

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 63mm PVC 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. 63mm PVC 6 KSC

63 mm PVC Bend

63mm PVC Elbow

63mm PVC Tee

6.C) Provision for FHTC in Mel Ayyampalayam

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.A) Distribution Main Line in Keel Ayyampalayam

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 63mm PVC 6 KSC

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 63mm PVC 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. 63mm PVC 6 KSC

63 mm PVC Bend

63mm PVC Elbow

63mm PVC Tee

7.B) Provision for FHTC in Keel Ayyampalayam

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}

ANNAMALAI and CO