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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 Cr+₹6,344.50 (0.03%)Admitted-Finance | ₹1.9 Cr+₹6,344.50 (0.03%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KPS ENGINEERING CONSTRUCTION L1 | R.ANANTH L2 |
|---|---|---|---|---|---|
| 1.001.) Providing FHTC Connection in Balamurugan Kovil Habitation at Udayapatty Panchayat | |||||
| 2.001.A) New Bore Well, Motor with Pipe Line | |||||
| 3.00 | Providing Geophysical investivation charges including Preparation of Geo Physical survey report etc complete. . | 1 | No | - | - |
| 4.00 | 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 | 18 | m | - | - |
| 5.00 | Hard rock soil Depth Below Cashing Pipe | 282 | m | - | - |
| 6.00 | Supply & delivey of ISI marked Cashing Pipe150mm OD 6 KSC PVC pipes | 18 | Cum | - | - |
| 7.00 | Supplying and Delivery of 50 LPM x 255m Submersible Pumpset 7.5 HP Motor | 1 | No | - | - |
| 8.00 | Supplying and Delivery of Control 7.50 HP 3 Phase Panel Board (With two level guardand auto start ) | 1 | No | - | - |
| 9.00 | Supplying and Delivery of 4.00 Sq.mm cable | 310 | m | - | - |
| 10.00 | Supplying and Delivery of 50 mm GI pipes | 285 | m | - | - |
Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
3 Aug 2020, 3:00 pmClosed
Additional Director/ Project Director
DRDA, SALEM
Package No.01/2020-21 Implementation of JJM to provide Functional Household Tap connection to Rural Households in Udayapatti Village Panchayats in Ayothiyapattinam Block in Salem District for the year 2020-21 Phase - III
2020_RDTN_173319_24
Roc.No.1427/2020/A3
Open Tender
Civil Works - Water Works
Item Wise
90 days
DRDA
As per tender schedule
3 documents required · 3 mandatory
₹0
₹1.9 L
DRDA, SALEM
6 Aug 2020
28 Jul 2020
3 Aug 2020
28 Jul 2020
3 Aug 2020
28 Jul 2020
30 Jul 2020
Amount
1.) Providing FHTC Connection in Balamurugan Kovil Habitation at Udayapatty 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 50 LPM x 255m Submersible Pumpset 7.5 HP Motor
Supplying and Delivery of Control 7.50 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
Supply and Delivery of Kiosk as per Standard
Construction of MS Kiosk Pedestal as per Standard
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 for GI / PVC Specials
50 mm NRV
50 mm Gate Valvu
Bore Cover
Bore Clamp
50mm GI Elbow
50mm GI Nipple 0.15m Length
Provision for Electrical Arrangements
25mm dia GI Pipe
SWG GI Wire
TNEB meter Board 32A Three Phase Service Connection
Supply and run of 2 of 4 Sq.mm (56/0.3)
EB Deposit
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 80 mm GI Pipe
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works (80mm 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 (80mm GI Pipe)
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
G.I Equal Elbow Plain
G.I Equal Tee Plain
G.I Coupling
Gate Value
1.D) Distribution Main Line 63 mm PVC Pipe / 50 mm GI Pipe
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 63 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
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
50mm G.I Equal Elbow Plain 50mm
50mm G.I Equal Tee Plain
50mm G.I Coupling
1.E) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
2.) Providing FHTC Connection in Gundukallur Habitation at Udayapatty Panchayat
2.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 50 LPM x 255m Submersible Pumpset 7.5 HP Motor
Supplying and Delivery of Control 7.50 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
Supply and Delivery of Kiosk as per Standard
Construction of MS Kiosk Pedestal as per Standard
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 for GI / PVC Specials
50 mm NRV
50 mm Gate Valvu
Bore Cover
Bore Clamp
50mm GI Elbow
50mm GI Nipple 0.15m Length
Provision for Electrical Arrangements
25mm dia GI Pipe
SWG GI Wire
TNEB meter Board 32A Three Phase Service Connection
Supply and run of 2 of 4 Sq.mm (56/0.3)
EB Deposit
2.B) 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 50 LPM x 255m Submersible Pumpset 7.5 HP Motor
Supplying and Delivery of Control 7.50 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
Supply and Delivery of Kiosk as per Standard
Construction of MS Kiosk Pedestal as per Standard
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 for GI / PVC Specials
50 mm NRV
50 mm Gate Valvu
Bore Cover
Bore Clamp
50mm GI Elbow
50mm GI Nipple 0.15m Length
Provision for Electrical Arrangements
25mm dia GI Pipe
SWG GI Wire
TNEB meter Board 32A Three Phase Service Connection
Supply and run of 2 of 4 Sq.mm (56/0.3)
EB Deposit
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
2.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
2.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
2.F) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
3.) Providing FHTC Connection in Kakkan Colony Habitation at Udayapatty Panchayat
3.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 50 LPM x 255m Submersible Pumpset 7.5 HP Motor
Supplying and Delivery of Control 7.50 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
Supply and Delivery of Kiosk as per Standard
Construction of MS Kiosk Pedestal as per Standard
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 for GI / PVC Specials
50 mm NRV
50 mm Gate Valvu
Bore Cover
Bore Clamp
50mm GI Elbow
50mm GI Nipple 0.15m Length
Provision for Electrical Arrangements
25mm dia GI Pipe
SWG GI Wire
TNEB meter Board 32A Three Phase Service Connection
Supply and run of 2 of 4 Sq.mm (56/0.3)
EB Deposit
3.B) 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 50 LPM x 255m Submersible Pumpset 7.5 HP Motor
Supplying and Delivery of Control 7.50 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
Supply and Delivery of Kiosk as per Standard
Construction of MS Kiosk Pedestal as per Standard
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 for GI / PVC Specials
50 mm NRV
50 mm Gate Valvu
Bore Cover
Bore Clamp
50mm GI Elbow
50mm GI Nipple 0.15m Length
Provision for Electrical Arrangements
25mm dia GI Pipe
SWG GI Wire
TNEB meter Board 32A Three Phase Service Connection
Supply and run of 2 of 4 Sq.mm (56/0.3)
EB Deposit
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
3.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
3.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
3.F) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
4.) Providing FHTC Connection in Kombaikadu Habitation at Udayapatty 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 50 LPM x 255m Submersible Pumpset 7.5 HP Motor
Supplying and Delivery of Control 7.50 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
Supply and Delivery of Kiosk as per Standard
Construction of MS Kiosk Pedestal as per Standard
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 for GI / PVC Specials
50 mm NRV
50 mm Gate Valvu
Bore Cover
Bore Clamp
50mm GI Elbow
50mm GI Nipple 0.15m Length
Provision for Electrical Arrangements
25mm dia GI Pipe
SWG GI Wire
TNEB meter Board 32A Three Phase Service Connection
Supply and run of 2 of 4 Sq.mm (56/0.3)
EB Deposit
4.B) 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
4.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
4.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
4.E) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
5.) Providing FHTC Connection in MGR Nagar Habitation at Udayapatty Panchayat
5.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 50 LPM x 255m Submersible Pumpset 7.5 HP Motor
Supplying and Delivery of Control 7.50 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
Supply and Delivery of Kiosk as per Standard
Construction of MS Kiosk Pedestal as per Standard
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 for GI / PVC Specials
50 mm NRV
50 mm Gate Valvu
Bore Cover
Bore Clamp
50mm GI Elbow
50mm GI Nipple 0.15m Length
Provision for Electrical Arrangements
25mm dia GI Pipe
SWG GI Wire
TNEB meter Board 32A Three Phase Service Connection
Supply and run of 2 of 4 Sq.mm (56/0.3)
EB Deposit
5.B) 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
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.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
5.E) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
6.) Providing FHTC Connection in Melkadu Nehru Nagar Habitation at Udayapatty 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 50 LPM x 255m Submersible Pumpset 7.5 HP Motor
Supplying and Delivery of Control 7.50 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
Supply and Delivery of Kiosk as per Standard
Construction of MS Kiosk Pedestal as per Standard
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 for GI / PVC Specials
50 mm NRV
50 mm Gate Valvu
Bore Cover
Bore Clamp
50mm GI Elbow
50mm GI Nipple 0.15m Length
Provision for Electrical Arrangements
25mm dia GI Pipe
SWG GI Wire
TNEB meter Board 32A Three Phase Service Connection
Supply and run of 2 of 4 Sq.mm (56/0.3)
EB Deposit
6.B) 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
6.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
6.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 Equal Elbow Plain
50 mm GI Coupling
6.E) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
7.) Providing FHTC Connection in Paraikadu Habitation at Udayapatty 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 50 LPM x 255m Submersible Pumpset 7.5 HP Motor
Supplying and Delivery of Control 7.50 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
Supply and Delivery of Kiosk as per Standard
Construction of MS Kiosk Pedestal as per Standard
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 for GI / PVC Specials
50 mm NRV
50 mm Gate Valvu
Bore Cover
Bore Clamp
50mm GI Elbow
50mm GI Nipple 0.15m Length
Provision for Electrical Arrangements
25mm dia GI Pipe
SWG GI Wire
TNEB meter Board 32A Three Phase Service Connection
Supply and run of 2 of 4 Sq.mm (56/0.3)
EB Deposit
7.B) 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
7.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
7.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
7.E) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
8.) Providing FHTC Connection in Chatharathu Kadu Habitation at Udayapatty Panchayat
8.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 50 LPM x 255m Submersible Pumpset 7.5 HP Motor
Supplying and Delivery of Control 7.50 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
Supply and Delivery of Kiosk as per Standard
Construction of MS Kiosk Pedestal as per Standard
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 for GI / PVC Specials
50 mm NRV
50 mm Gate Valvu
Bore Cover
Bore Clamp
50mm GI Elbow
50mm GI Nipple 0.15m Length
Provision for Electrical Arrangements
25mm dia GI Pipe
SWG GI Wire
TNEB meter Board 32A Three Phase Service Connection
Supply and run of 2 of 4 Sq.mm (56/0.3)
EB Deposit
8.B) 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
8.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
8.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
8.E) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
9.) Providing FHTC Connection in Teachers Colony Habitation at Udayapatty Panchayat
9.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 50 LPM x 255m Submersible Pumpset 7.5 HP Motor
Supplying and Delivery of Control 7.50 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
Supply and Delivery of Kiosk as per Standard
Construction of MS Kiosk Pedestal as per Standard
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 for GI / PVC Specials
50 mm NRV
50 mm Gate Valvu
Bore Cover
Bore Clamp
50mm GI Elbow
50mm GI Nipple 0.15m Length
Provision for Electrical Arrangements
25mm dia GI Pipe
SWG GI Wire
TNEB meter Board 32A Three Phase Service Connection
Supply and run of 2 of 4 Sq.mm (56/0.3)
EB Deposit
9.B) 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 50 LPM x 255m Submersible Pumpset 7.5 HP Motor
Supplying and Delivery of Control 7.50 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
Supply and Delivery of Kiosk as per Standard
Construction of MS Kiosk Pedestal as per Standard
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 for GI / PVC Specials
50 mm NRV
50 mm Gate Valvu
Bore Cover
Bore Clamp
50mm GI Elbow
50mm GI Nipple 0.15m Length
Provision for Electrical Arrangements
25mm dia GI Pipe
SWG GI Wire
TNEB meter Board 32A Three Phase Service Connection
Supply and run of 2 of 4 Sq.mm (56/0.3)
EB Deposit
9.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
9.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
9.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 Elbow
50 mm GI Coupling
9.F) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
10.) Providing FHTC Connection in Valaiyadithoppu Habitation at Udayapatty Panchayat
10.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 50 LPM x 255m Submersible Pumpset 7.5 HP Motor
Supplying and Delivery of Control 7.50 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
Supply and Delivery of Kiosk as per Standard
Construction of MS Kiosk Pedestal as per Standard
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 for GI / PVC Specials
50 mm NRV
50 mm Gate Valvu
Bore Cover
Bore Clamp
50mm GI Elbow
50mm GI Nipple 0.15m Length
Provision for Electrical Arrangements
25mm dia GI Pipe
SWG GI Wire
TNEB meter Board 32A Three Phase Service Connection
Supply and run of 2 of 4 Sq.mm (56/0.3)
EB Deposit
10.B) 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
10.C) 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
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
63 mm PVC Bend
63 mm PVC Threaded Coupler
63 mm PVC Tee
63 mm PVC End Cap 4 KSC
10.D) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
11.) Providing FHTC Connection in Varagampady Habitation at Udayapatty Panchayat
11.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 50 LPM x 255m Submersible Pumpset 7.5 HP Motor
Supplying and Delivery of Control 7.50 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
Supply and Delivery of Kiosk as per Standard
Construction of MS Kiosk Pedestal as per Standard
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 for GI / PVC Specials
50 mm NRV
50 mm Gate Valvu
Bore Cover
Bore Clamp
50mm GI Elbow
50mm GI Nipple 0.15m Length
Provision for Electrical Arrangements
25mm dia GI Pipe
SWG GI Wire
TNEB meter Board 32A Three Phase Service Connection
Supply and run of 2 of 4 Sq.mm (56/0.3)
EB Deposit
11.B) 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
11.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
11.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 Elbow
50 mm GI Coupling
11.E) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
12.) Providing FHTC Connection in Udayapatty Habitation at Udayapatty Panchayat
12.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 50 LPM x 255m Submersible Pumpset 7.5 HP Motor
Supplying and Delivery of Control 7.50 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
Supply and Delivery of Kiosk as per Standard
Construction of MS Kiosk Pedestal as per Standard
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 for GI / PVC Specials
50 mm NRV
50 mm Gate Valvu
Bore Cover
Bore Clamp
50mm GI Elbow
50mm GI Nipple 0.15m Length
Provision for Electrical Arrangements
25mm dia GI Pipe
SWG GI Wire
TNEB meter Board 32A Three Phase Service Connection
Supply and run of 2 of 4 Sq.mm (56/0.3)
EB Deposit
12.B) 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
12.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
12.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 Elbow
50 mm GI Coupling
12.E) 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}
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