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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹12,099.70 (0.11%)Admitted-Finance | ₹1.1 Cr+₹12,099.70 (0.11%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | str L1 | Bala Construction L2 |
|---|---|---|---|---|---|
| 1.001.) Providing New borewell, Pipeline and FHTC at Anupur at Anupur Panchayat H/O Anupur | |||||
| 2.001.A) New Bore Well, Motor with Pipe Line at Anupur | |||||
| 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 | 280 | 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 275m 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 | 330 | m | - | - |
| 10.00 | Supplying and Delivery of 50 mm GI pipes | 300 | m | - | - |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
25 Aug 2020, 3:00 pmClosed
Additional Director/ Project Director
DRDA, SALEM
Package No.16/2020-21 Implementation of Jal Jeevan Mission to provide Functional Household Tap connection to Rural Households in Anuppur Village Panchayats in Ayothiyapattinam Panchayat Union in Salem District for the Year 2020-21 Re - Tender
2020_RDTN_175769_11
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
₹1.2 L
DRDA, SALEM
1 Sept 2020
17 Aug 2020
25 Aug 2020
17 Aug 2020
25 Aug 2020
17 Aug 2020
21 Aug 2020
Amount
1.) Providing New borewell, Pipeline and FHTC at Anupur at Anupur Panchayat H/O Anupur
1.A) New Bore Well, Motor with Pipe Line at Anupur
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 275m 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
MS Flange set
50 mm GI Union
50 mm GI Bend
50 mm H Nipple
50 mm GI Elbow
50 mm GI Tee
Provision for Electrical Arrangements
63 Amps Fuse Carrier
7/20 Service Wire
T.Wood Box 3' x 2'
20mm GI Pipe
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 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.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
1.F) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
2.) Providing Pipeline and FHTC at Anupur Colony at Anupur Panchayat H/O Anupur
2.A) 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.B) 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.C) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
3.) Providing New borewell , Pipeline and FHTC at Vilampatti at Anupur Panchayat H/O Anupur
3.A) New Bore Well, Motor with Pipe Line at Vilampatti
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 275m 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
MS Flange set
50 mm GI Union
50 mm GI Bend
50 mm H Nipple
50 mm GI Elbow
50 mm GI Tee
Provision for Electrical Arrangements
63 Amps Fuse Carrier
7/20 Service Wire
T.Wood Box 3' x 2'
20mm GI Pipe
3.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
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 Elbow
50 mm GI Coupling
3.F) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
4.) Providing New borewell, Pipeline and FHTC at Vilampatty Colony at Anupur Panchayat H/O Anupur
4.A) New Bore Well, Motor with Pipe Line at Vilampatti Colony
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 275m 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
MS Flange set
50 mm GI Union
50 mm GI Bend
50 mm H Nipple
50 mm GI Elbow
50 mm GI Tee
Provision for Electrical Arrangements
63 Amps Fuse Carrier
7/20 Service Wire
T.Wood Box 3' x 2'
20mm GI Pipe
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 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.F) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
5.) Providing New borewell, Pipeline and FHTC in Vilampatti Gandhi Nagar at Anupur Panchayat H/O Anupur
5.A) New Bore Well, Motor with Pipe Line at Vilampatti Gandhi Nagar
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 275m 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
MS Flange set
50 mm GI Union
50 mm GI Bend
50 mm H Nipple
50 mm GI Elbow
50 mm GI Tee
Provision for Electrical Arrangements
63 Amps Fuse Carrier
7/20 Service Wire
T.Wood Box 3' x 2'
20mm GI Pipe
5.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
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
50 mm GI Elbow
5.E) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
6.) Providing New borewell, Pipeline and FHTC at Veeragoundanoor Nadar Theru at Anupur Panchayat H/O Anupur
6.A) New Bore Well, Motor with Pipe Line at Melakadu
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 275m 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
MS Flange set
50 mm GI Union
50 mm GI Bend
50 mm H Nipple
50 mm GI Elbow
50 mm GI Tee
Provision for Electrical Arrangements
63 Amps Fuse Carrier
7/20 Service Wire
T.Wood Box 3' x 2'
20mm GI Pipe
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 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 Coupling
50 mm GI Elbow
6.E) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
7.) Providing New Bore well, Pipeline and FHTC in Poosaripatty at Anupur Panchayat H/O Anupur
7.A) New Bore Well, Motor with Pipe Line at Poosaripatty
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 275m 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
MS Flange set
50 mm GI Union
50 mm GI Bend
50 mm H Nipple
50 mm GI Elbow
50 mm GI Tee
Provision for Electrical Arrangements
63 Amps Fuse Carrier
7/20 Service Wire
T.Wood Box 3' x 2'
20mm GI Pipe
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 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
50 mm GI Elbow
7.E) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
8.) Providing New borewell, Pipeline and FHTC in Sivagangaipuram at Anupur Panchayat H/O Anupur
8.A) New Bore Well, Motor with Pipe Line at Sivagangaipuram
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 275m 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
MS Flange set
50 mm GI Union
50 mm GI Bend
50 mm H Nipple
50 mm GI Elbow
50 mm GI Tee
Provision for Electrical Arrangements
63 Amps Fuse Carrier
7/20 Service Wire
T.Wood Box 3' x 2'
20mm GI Pipe
8.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
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
50 mm GI Elbow
8.E) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
9.) Providing New Bore well, Pipeline and FHTC at Ram Nagar at Anupur Panchayat H/O Anupur
9.A) New Bore Well, Motor with Pipe Line at Ram Nagar
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 275m 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
MS Flange set
50 mm GI Union
50 mm GI Bend
50 mm H Nipple
50 mm GI Elbow
50 mm GI Tee
Provision for Electrical Arrangements
63 Amps Fuse Carrier
7/20 Service Wire
T.Wood Box 3' x 2'
20mm GI Pipe
9.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
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
90 mm PVC Tee
90 mm X 63 mm Reducer
9.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
9.E) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
10.) Providing Pipeline and FHTC in Ambethkar Nagar at Anupur Panchayat H/O Anupur
10.A) 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
10.B) 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
10.D) 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}
Bala Construction
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