Package No.10/2020-21 Implementation of Jal Jeevan Mission to provide Functional Household Tap connection to Rural Households in Periyakrishnapuram Village Panchayats in P.N.Palayam Panchayat Union in Salem District for the Year 2020-21 Re - Tender

Amount

1.) Providing New borewell, Power Pump , Pipeline and FHTC Connection at Periya Krishnapuram Habitation at Periya Krishnapuram Panchayat

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

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 75 LPM x 275m Submersible Pumpset 10 HP Motor

Supplying and Delivery of 4.00 Sq.mm cable

Supplying and Delivery of Control 10 HP 3 Phase Panel Board (With two level guardand auto start )

Supplying and Delivery of 50 mm GI pipes

Supply and Delivery of Kiosk as per Standard

Construction of Pedestal

Provision for GI / PVC Specials

50 mm GI Coupling

50 mm GI Elbow

50 mm GI Union

MS Clampset

50 mm H Nipple

50 mm NRV

63 mm PVC Ball Valuve

Solvent Paste 1/2 Lit

Air Valvu

50 mm Gate Valvu

Supply and run of 2 X 1.5 Sqmm (22/03) PVC insulated SC unsheathed Cu conductor of 1100 V grade

Supply and fixing of TNEB Meter Board suitable for 32A Three Phase service connection

Supply and run of 2x4sqmm (56/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in 25mm dia GI pipe (Class 'B') suitably bent at both ends with necessary angle iron upright and end supports for mains

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

1.B) Pumping Main Line

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

90mm PVC Bend

90mm x 80mm PVC Threaded Coupler

1.C) Distribution Main Line 110 mm PVC Pipe / 100 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

110 mm PVC Bend

110 mm PVC Threaded Coupler

110 mm PVC Tee

110 mm X 90 mm Reducer

110 mm X 63 mm Reducer

50mm Water meter

Dirt Box

Water meter erection charges

Provision for Pit for Water meter 90x75 cm

80mm Gate Valvu

Provision for Pit for Gate Valuve 90x75 cm

1.D) Distribution Main Line 90 mm PVC Pipe / 80 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

90 mm PVC Bend

90 mm PVC Threaded Coupler

90 mm PVC Tee

90 mm X 63 mm Reducer

1.E) Distribution Main Line 63 mm PVC Pipe / 50 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 63 mm OD PVC Pipe 4 KSC

50 mm GI 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

50 mm GI 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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

63 mm PVC Bend

63 mm PVC Threaded Coupler

63 mm PVC End Cap

Provision for 50mm GI Specials to site of work etc complete

50 mm GI Coupling

50 mm GI Elbow

1.F) Provision for FHTC

Provision for FHTC house hold

Provision for Flow Control Valvue

2.) Providing Pipeline and FHTC Connection at Kilakku Kadu Harijana Colony Habitation at Periya Krishnapuram Panchayat

2.A) Pumping Main Line

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

90mm PVC Bend

90mm x 80mm PVC Threaded Coupler

2.B) Distribution Main Line 110 mm PVC Pipe / 100 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

110 mm PVC Bend

110 mm PVC Threaded Coupler

110 mm PVC Tee

110 mm X 90 mm Reducer

110 mm X 63 mm Reducer

50mm Water meter

Dirt Box

Water meter erection charges

Provision for Pit for Water meter 90x75 cm

80mm Gate Valvu

Provision for Pit for Gate Valuve 90x75 cm

2.C) Distribution Main Line 90 mm PVC Pipe / 80 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

90 mm PVC Bend

90 mm PVC Threaded Coupler

90 mm PVC Tee

90 mm X 63 mm Reducer

2.D) Distribution Main Line 63 mm PVC Pipe / 50 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 63 mm OD PVC Pipe 4 KSC

50 mm GI 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

50 mm GI 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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

63 mm PVC Bend

63 mm PVC Threaded Coupler

63 mm PVC Tee

63 mm PVC End Cap

Provision for 50mm GI Specials to site of work etc complete

50 mm GI Coupling

50 mm GI Elbow

2.E) Provision for FHTC

Provision for FHTC house hold

Provision for Flow Control Valvue

3.) Providing Pipeline and FHTC Connection at Kanakkanpadi Habitation at Periya Krishnapuram Panchayat

3.A) Pumping Main Line

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

90mm PVC Bend

90mm x 80mm PVC Threaded Coupler

3.B) Distribution Main Line 110 mm PVC Pipe / 100 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

110 mm PVC Bend

110 mm PVC Threaded Coupler

110 mm PVC Tee

110 mm X 90 mm Reducer

110 mm X 63 mm Reducer

50mm Water meter

Dirt Box

Water meter erection charges

Provision for Pit for Water meter 90x75 cm

80mm Gate Valvu

Provision for Pit for Gate Valuve 90x75 cm

3.C) Distribution Main Line 90 mm PVC Pipe / 80 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

90 mm PVC Bend

90 mm PVC Threaded Coupler

90 mm PVC Tee

90 mm X 63 mm Reducer

3.D) Distribution Main Line 63 mm PVC Pipe / 50 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 63 mm OD PVC Pipe 4 KSC

50 mm GI 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

50 mm GI 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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

63 mm PVC Bend

63 mm PVC Threaded Coupler

63 mm PVC Tee

63 mm PVC End Cap

Provision for 50mm GI Specials to site of work etc complete

50 mm GI Coupling

50 mm GI Elbow

3.E) Provision for FHTC

Provision for FHTC house hold

Provision for Flow Control Valvue

4.) Providing New borewell, Power Pump , Pipeline and FHTC Connection at Mathur Habitation at Periya Krishnapuram Panchayat

4.A) New Bore Well, Motor with Pipe Line

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 75 LPM x 275m Submersible Pumpset 10 HP Motor

Supplying and Delivery of 4.00 Sq.mm cable

Supplying and Delivery of Control 10 HP 3 Phase Panel Board (With two level guardand auto start )

Supplying and Delivery of 50 mm GI pipes

Supply and Delivery of Kiosk as per Standard

Construction of Pedestal

Provision for GI / PVC Specials

50 mm GI Coupling

50 mm GI Elbow

50 mm GI Union

MS Clampset

50 mm H Nipple

50 mm NRV

63 mm PVC Ball Valuve

Solvent Paste 1/2 Lit

Air Valvu

50 mm Gate Valvu

Supply and run of 2 X 1.5 Sqmm (22/03) PVC insulated SC unsheathed Cu conductor of 1100 V grade

Supply and fixing of TNEB Meter Board suitable for 32A Three Phase service connection

Supply and run of 2x4sqmm (56/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in 25mm dia GI pipe (Class 'B') suitably bent at both ends with necessary angle iron upright and end supports for mains

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

4.B) Pumping Main Line

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

90mm PVC Bend

90mm x 80mm PVC Threaded Coupler

4.C) Distribution Main Line 110 mm PVC Pipe / 100 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

110 mm PVC Bend

110 mm PVC Threaded Coupler

110 mm PVC Tee

110 mm X 90 mm Reducer

110 mm X 63 mm Reducer

50mm Water meter

Dirt Box

Water meter erection charges

Provision for Pit for Water meter 90x75 cm

80mm Gate Valvu

Provision for Pit for Gate Valuve 90x75 cm

4.D) Distribution Main Line 90 mm PVC Pipe / 80 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

90 mm PVC Bend

90 mm PVC Threaded Coupler

90 mm PVC Tee

90 mm X 63 mm Reducer

4.E) Distribution Main Line 63 mm PVC Pipe / 50 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 63 mm OD PVC Pipe 4 KSC

50 mm GI 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

50 mm GI 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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

63 mm PVC Bend

63 mm PVC Threaded Coupler

63 mm PVC Tee

63 mm PVC End Cap

Provision for 50mm GI Specials to site of work etc complete

50 mm GI Coupling

50 mm GI Elbow

4.F) Provision for FHTC

Provision for FHTC house hold

Provision for Flow Control Valvue

5.) Providing Pipeline and FHTC Connection at Nadar Nagar Habitation at Periya Krishnapuram Panchayat

5.A) Pumping Main Line

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

90mm PVC Bend

90mm x 80mm PVC Threaded Coupler

5.B) Distribution Main Line 110 mm PVC Pipe / 100 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

110 mm PVC Bend

110 mm PVC Threaded Coupler

110 mm PVC Tee

110 mm X 90 mm Reducer

110 mm X 63 mm Reducer

50mm Water meter

Dirt Box

Water meter erection charges

Provision for Pit for Water meter 90x75 cm

80mm Gate Valvu

Provision for Pit for Gate Valuve 90x75 cm

5.C) Distribution Main Line 90 mm PVC Pipe / 80 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

90 mm PVC Bend

90 mm PVC Threaded Coupler

90 mm PVC Tee

90 mm X 63 mm Reducer

5.E) Distribution Main Line 63 mm PVC Pipe / 50 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 63 mm OD PVC Pipe 4 KSC

50 mm GI 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

50 mm GI 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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

63 mm PVC Bend

63 mm PVC Threaded Coupler

63 mm PVC End Cap

Provision for 50mm GI Specials to site of work etc complete

50 mm GI Coupling

50 mm GI Elbow

5.F) Provision for FHTC

Provision for FHTC house hold

Provision for Flow Control Valvue

6.) Providing New borewell, Power Pump , Pipeline and FHTC Connection at Perumal Kovil Habitation at Periya Krishnapuram Panchayat

6.A) New Bore Well, Motor with Pipe Line

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 75 LPM x 275m Submersible Pumpset 10 HP Motor

Supplying and Delivery of 4.00 Sq.mm cable

Supplying and Delivery of Control 10 HP 3 Phase Panel Board (With two level guardand auto start )

Supplying and Delivery of 50 mm GI pipes

Supply and Delivery of Kiosk as per Standard

Construction of Pedestal

Provision for GI / PVC Specials

50 mm GI Coupling

50 mm GI Elbow

50 mm GI Union

MS Clampset

50 mm H Nipple

50 mm NRV

63 mm PVC Ball Valuve

Solvent Paste 1/2 Lit

Air Valvu

50 mm Gate Valvu

Supply and run of 2 X 1.5 Sqmm (22/03) PVC insulated SC unsheathed Cu conductor of 1100 V grade

Supply and fixing of TNEB Meter Board suitable for 32A Three Phase service connection

Supply and run of 2x4sqmm (56/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in 25mm dia GI pipe (Class 'B') suitably bent at both ends with necessary angle iron upright and end supports for mains

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

6.B) Pumping Main Line

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

90mm PVC Bend

90mm x 80mm PVC Threaded Coupler

6.C) Distribution Main Line 110 mm PVC Pipe / 100 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

110 mm PVC Bend

110 mm PVC Threaded Coupler

110 mm PVC Tee

110 mm X 90 mm Reducer

110 mm X 63 mm Reducer

50mm Water meter

Dirt Box

Water meter erection charges

Provision for Pit for Water meter 90x75 cm

80mm Gate Valvu

Provision for Pit for Gate Valuve 90x75 cm

6.D) Distribution Main Line 90 mm PVC Pipe / 80 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

90 mm PVC Bend

90 mm PVC Threaded Coupler

90 mm PVC Tee

90 mm X 63 mm Reducer

6.E) Distribution Main Line 63 mm PVC Pipe / 50 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 63 mm OD PVC Pipe 4 KSC

50 mm GI 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

50 mm GI 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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

63 mm PVC Bend

63 mm PVC Threaded Coupler

63 mm PVC Tee

63 mm PVC End Cap

Provision for 50mm GI Specials to site of work etc complete

50 mm GI Coupling

50 mm GI Elbow

6.F) Provision for FHTC

Provision for FHTC house hold

Provision for Flow Control Valvue

7.) Providing New borewell, Power Pump , Pipeline and FHTC Connection at Sakthi Nagar Habitation at Periya Krishnapuram Panchayat

7.A) New Bore Well, Motor with Pipe Line

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 75 LPM x 275m Submersible Pumpset 10 HP Motor

Supplying and Delivery of 4.00 Sq.mm cable

Supplying and Delivery of Control 10 HP 3 Phase Panel Board (With two level guardand auto start )

Supplying and Delivery of 50 mm GI pipes

Supply and Delivery of Kiosk as per Standard

Construction of Pedestal

Provision for GI / PVC Specials

50 mm GI Coupling

50 mm GI Elbow

50 mm GI Union

MS Clampset

50 mm H Nipple

50 mm NRV

63 mm PVC Ball Valuve

Solvent Paste 1/2 Lit

Air Valvu

50 mm Gate Valvu

Supply and run of 2 X 1.5 Sqmm (22/03) PVC insulated SC unsheathed Cu conductor of 1100 V grade

Supply and fixing of TNEB Meter Board suitable for 32A Three Phase service connection

Supply and run of 2x4sqmm (56/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in 25mm dia GI pipe (Class 'B') suitably bent at both ends with necessary angle iron upright and end supports for mains

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

7.B) Pumping Main Line

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

90mm PVC Bend

90mm x 80mm PVC Threaded Coupler

7.C) Distribution Main Line 110 mm PVC Pipe / 100 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

110 mm PVC Bend

110 mm PVC Threaded Coupler

110 mm PVC Tee

110 mm X 90 mm Reducer

110 mm X 63 mm Reducer

50mm Water meter

Dirt Box

Water meter erection charges

Provision for Pit for Water meter 90x75 cm

80mm Gate Valvu

Provision for Pit for Gate Valuve 90x75 cm

7.D) Distribution Main Line 90 mm PVC Pipe / 80 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 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

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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

90 mm PVC Bend

90 mm PVC Threaded Coupler

90 mm PVC Tee

90 mm X 63 mm Reducer

7.E) Distribution Main Line 63 mm PVC Pipe / 50 mm GI Pipe

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 of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 63 mm OD PVC Pipe 4 KSC

50 mm GI 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

50 mm GI 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.

Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works

63 mm PVC Bend

63 mm PVC Threaded Coupler

63 mm PVC End Cap

Provision for 50mm GI Specials to site of work etc complete

50 mm GI Coupling

50 mm GI Elbow

7.F) Provision for FHTC

Provision for FHTC house hold

Provision for Flow Control Valvue

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}

VISWANATHAN AND CO