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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹14,256.55 (0.09%)Admitted-Finance | ₹1.5 Cr+₹14,256.55 (0.09%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | U.A.Varatharajan L1 | N.Dhanasekaran L2 |
|---|---|---|---|---|---|
| 1.001.) Providing New borewell, Pipeline and FHTC at Perumapalayam at A.Karadipatty Panchayat H/O A.Karadipatty | |||||
| 2.001.A) New Bore Well, Motor with Pipe Line at Perumapalayam | |||||
| 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 | 348 | m | - | - |
| 6.00 | Supply & delivey of ISI marked Cashing Pipe150mm OD 6 KSC PVC pipes | 18 | Cum | - | - |
| 7.00 | Supplying and Delivery of 75 LPM x 275m Submersible Pumpset 10 HP Motor | 1 | No | - | - |
| 8.00 | Supplying and Delivery of 4.00 Sq.mm cable | 756 | m | - | - |
| 9.00 | Supplying and Delivery of Control 10 HP 3 Phase Panel Board (With two level guardand auto start ) | 1 | No | - | - |
| 10.00 | Supplying and Delivery of 50 mm GI pipes | 348 | m | - | - |
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
20 Jul 2020, 3:00 pmClosed
Additional Director/ Project Director
DRDA, SALEM
Package No.12/2020-21 Implementation of Jal Jeevan Mission to provide Functional Household Tap connection to Rural Households in A.Karadipatty and Veeragoundanur Village Panchayats in P.N.Palayam Panchayat Union in Salem District for the year 2020-2
2020_RDTN_171091_1
Roc.No.1427/2020/A3
Open Tender
Civil Works - Water Works
Item Rate
180 days
DRDA
As per tender schedule
3 documents required · 3 mandatory
₹0
₹1.6 L
DRDA, SALEM
31 Jul 2020
11 Jul 2020
20 Jul 2020
11 Jul 2020
20 Jul 2020
11 Jul 2020
15 Jul 2020
Amount
1.) Providing New borewell, Pipeline and FHTC at Perumapalayam at A.Karadipatty Panchayat H/O A.Karadipatty
1.A) New Bore Well, Motor with Pipe Line at Perumapalayam
Providing Geophysical investivation charges including Preparation of Geo Physical survey report etc complete. .
Drilling of 150 mm dia bore Well in hard area including labour charges for inserting the casing pipe in the overburden soil area and developing charges etc complete including with bore welll cover Overburden soil Depth Upto Cashing Pipe
Hard rock soil Depth Below Cashing Pipe
Supply & delivey of ISI marked Cashing Pipe150mm OD 6 KSC PVC pipes
Supplying and Delivery of 75 LPM x 275m Submersible Pumpset 10 HP Motor
Supplying and Delivery of 4.00 Sq.mm cable
Supplying and Delivery of Control 10 HP 3 Phase Panel Board (With two level guardand auto start )
Supplying and Delivery of 50 mm GI pipes
Supply and Delivery of Kiosk as per Standard
Provision for GI / PVC Specials
50 mm GI Coupling
50 mm GI Elbow
50 mm GI Union
MS Clampset
50 mm H Nipple
50 mm NRV
63 mm PVC Ball Valuve
Solvent Paste 1/2 Lit
Air Valvu
50 mm Gate Valvu
Supply and run of 2 X 1.5 Sqmm (22/03) PVC insulated SC unsheathed Cu conductor of 1100 V grade
(19 Kg) No.8 SWG GI Wire
Supply and fixing of TNEB Meter Board suitable for 32A Three Phase service connection
Supply and run of 2x4sqmm (56/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in 25mm dia GI pipe (Class 'B') suitably bent at both ends with necessary angle iron upright and end supports for mains
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply & delivey of ISI marked 4 KSC 75 mm PVC pipes
Supply & delivey of ISI marked 4 KSC 25 mm PVC pipes
Towards Labour charges for laying and jointing of PVC/GI Pipes and Accessoriesas per BIS standards including all Charges etc
Refilling with Excavated earth for for pipe trench including all as per standard Specification Charges etc.,Complete 75 mm PVC Pipe
Refilling with Excavated earth for for pipe trench including all as per standard Specification Charges etc.,Complete 25 mm PVC Pipe
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 110 mm PVC Pipe / 100 mm GI Pipe
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 4 KSC
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
110 mm PVC Bend
110 mm PVC Threaded Coupler
110 mm PVC Tee
110 mm X 90 mm Reducer
110 mm X 63 mm Reducer
50mm Water meter
Dirt Box
Fitting Charges of Meter in OHT Column
Provision for Pit for Water meter 90x75 cm
80mm Gate Valvu
Provision for Pit for Gate Valuve 90x75 cm
1.D) Distribution Main Line 90 mm PVC Pipe / 80 mm GI Pipe
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 4 KSC
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
90 mm PVC Bend
90 mm PVC Threaded Coupler
90 mm PVC Tee
90 mm X 63 mm Reducer
1.E) Distribution Main Line 63 mm PVC Pipe / 50 mm GI Pipe
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 63 mm OD PVC Pipe 4 KSC
50 mm GI Pipe
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
50 mm GI Pipe
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
63 mm PVC Bend
63 mm PVC Threaded Coupler
63 mm PVC 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 New borewell, Pipeline and FHTC at Palakadu at A.Karadipatty Panchayat H/O A.Karadipatty
2.A) Distribution Main Line 110 mm PVC Pipe / 100 mm GI Pipe
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 4 KSC
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
110 mm PVC Bend
110 mm PVC Threaded Coupler
110 mm PVC Tee
110 mm X 90 mm Reducer
110 mm X 63 mm Reducer
50mm Water meter
Dirt Box
Fitting Charges of Meter in OHT Column
Provision for Pit for Water meter 90x75 cm
80mm Gate Valvu
Provision for Pit for Gate Valuve 90x75 cm
1.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
90 mm PVC Tee
90 mm X 63 mm Reducer
1.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
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 Tee
50 mm GI Elbow
1.D) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
3.) Providing New borewell , Pipeline and FHTC at A.Karadipatty at A.Karadipatty Panchayat H/O A.Karadipatty
3.A) New Bore Well, Motor with Pipe Line at A.Karadipatty
Providing Geophysical investivation charges including Preparation of Geo Physical survey report etc complete. .
Drilling of 150 mm dia bore Well in hard area including labour charges for inserting the casing pipe in the overburden soil area and developing charges etc complete including with bore welll cover Overburden soil Depth Upto Cashing Pipe
Hard rock soil Depth Below Cashing Pipe
Supply & delivey of ISI marked Cashing Pipe150mm OD 6 KSC PVC pipes
Supplying and Delivery of 75 LPM x 275m Submersible Pumpset 10 HP Motor
Supplying and Delivery of 4.00 Sq.mm cable
Supplying and Delivery of Control 10 HP 3 Phase Panel Board (With two level guardand auto start )
Supplying and Delivery of 50 mm GI pipes
Supply and Delivery of Kiosk as per Standard
Provision for GI / PVC Specials
50 mm GI Coupling
50 mm GI Elbow
50 mm GI Union
MS Clampset
50 mm H Nipple
50 mm NRV
63 mm PVC Ball Valuve
Solvent Paste 1/2 Lit
Air Valvu
50 mm Gate Valvu
Supply and run of 2 X 1.5 Sqmm (22/03) PVC insulated SC unsheathed Cu conductor of 1100 V grade
(19 Kg) No.8 SWG GI Wire
Supply and fixing of TNEB Meter Board suitable for 32A Three Phase service connection
Supply and run of 2x4sqmm (56/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in 25mm dia GI pipe (Class 'B') suitably bent at both ends with necessary angle iron upright and end supports for mains
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply & delivey of ISI marked 4 KSC 75 mm PVC pipes
Supply & delivey of ISI marked 4 KSC 25 mm PVC pipes
Towards Labour charges for laying and jointing of PVC/GI Pipes and Accessoriesas per BIS standards including all Charges etc
Refilling with Excavated earth for for pipe trench including all as per standard Specification Charges etc.,Complete 75 mm PVC Pipe
Refilling with Excavated earth for for pipe trench including all as per standard Specification Charges etc.,Complete 25 mm PVC Pipe
EB Deposit
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 110 mm PVC Pipe / 100 mm GI Pipe
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 4 KSC
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
110 mm PVC Bend
110 mm PVC Threaded Coupler
110 mm PVC Tee
110 mm X 90 mm Reducer
110 mm X 63 mm Reducer
50mm Water meter
Dirt Box
Fitting Charges of Meter in OHT Column
Provision for Pit for Water meter 90x75 cm
80mm Gate Valvu
Provision for Pit for Gate Valuve 90x75 cm
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
3.F) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
4.) Providing New borewell, Pipeline and FHTC at Seerangapalayam at A.Karadipatty Panchayat H/O A.Karadipatty
4.A) New Bore Well, Motor with Pipe Line at Seerangapalayam
Providing Geophysical investivation charges including Preparation of Geo Physical survey report etc complete. .
Drilling of 150 mm dia bore Well in hard area including labour charges for inserting the casing pipe in the overburden soil area and developing charges etc complete including with bore welll cover Overburden soil Depth Upto Cashing Pipe
Hard rock soil Depth Below Cashing Pipe
Supply & delivey of ISI marked Cashing Pipe150mm OD 6 KSC PVC pipes
Supplying and Delivery of 75 LPM x 275m Submersible Pumpset 10 HP Motor
Supplying and Delivery of 4.00 Sq.mm cable
Supplying and Delivery of Control 10 HP 3 Phase Panel Board (With two level guardand auto start )
Supplying and Delivery of 50 mm GI pipes
Supply and Delivery of Kiosk as per Standard
Provision for GI / PVC Specials
50 mm GI Coupling
50 mm GI Elbow
50 mm GI Union
MS Clampset
50 mm H Nipple
50 mm NRV
63 mm PVC Ball Valuve
Solvent Paste 1/2 Lit
Air Valvu
50 mm Gate Valvu
Supply and run of 2 X 1.5 Sqmm (22/03) PVC insulated SC unsheathed Cu conductor of 1100 V grade
(19 Kg) No.8 SWG GI Wire
Supply and fixing of TNEB Meter Board suitable for 32A Three Phase service connection
Supply and run of 2x4sqmm (56/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in 25mm dia GI pipe (Class 'B') suitably bent at both ends with necessary angle iron upright and end supports for mains
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply & delivey of ISI marked 4 KSC 75 mm PVC pipes
Supply & delivey of ISI marked 4 KSC 25 mm PVC pipes
Towards Labour charges for laying and jointing of PVC/GI Pipes and Accessoriesas per BIS standards including all Charges etc
Refilling with Excavated earth for for pipe trench including all as per standard Specification Charges etc.,Complete 75 mm PVC Pipe
Refilling with Excavated earth for for pipe trench including all as per standard Specification Charges etc.,Complete 25 mm PVC Pipe
EB Deposit
4.B) Pumping Main Line
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 4 KSC
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
90mm PVC Bend
90mm x 80mm PVC Threaded Coupler
4.C) Distribution Main Line 110 mm PVC Pipe / 100 mm GI Pipe
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 4 KSC
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
110 mm PVC Bend
110 mm PVC Threaded Coupler
110 mm PVC Tee
110 mm X 90 mm Reducer
110 mm X 63 mm Reducer
50mm Water meter
Dirt Box
Fitting Charges of Meter in OHT Column
Provision for Pit for Water meter 90x75 cm
80mm Gate Valvu
Provision for Pit for Gate Valuve 90x75 cm
4.D) Distribution Main Line 90 mm PVC Pipe / 80 mm GI Pipe
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 4 KSC
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
90 mm PVC Bend
90 mm PVC Threaded Coupler
90 mm PVC Tee
90 mm X 63 mm Reducer
4.E) Distribution Main Line 63 mm PVC Pipe / 50 mm GI Pipe
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 63 mm OD PVC Pipe 4 KSC
50 mm GI Pipe
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
50 mm GI Pipe
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
63 mm PVC Bend
63 mm PVC Threaded Coupler
63 mm PVC Tee
63 mm PVC End Cap
Provision for 50mm GI Specials to site of work etc complete
50 mm GI Coupling
50 mm GI Tee
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 Therku Kattu Kottai at A.Karadipatty Panchayat H/O A.Karadipatty
5.A) New Bore Well, Motor with Pipe Line at Therku Kattu Kottai
Providing Geophysical investivation charges including Preparation of Geo Physical survey report etc complete. .
Drilling of 150 mm dia bore Well in hard area including labour charges for inserting the casing pipe in the overburden soil area and developing charges etc complete including with bore welll cover Overburden soil Depth Upto Cashing Pipe
Hard rock soil Depth Below Cashing Pipe
Supply & delivey of ISI marked Cashing Pipe150mm OD 6 KSC PVC pipes
Supplying and Delivery of 75 LPM x 275m Submersible Pumpset 10 HP Motor
Supplying and Delivery of 4.00 Sq.mm cable
Supplying and Delivery of Control 10 HP 3 Phase Panel Board (With two level guardand auto start )
Supplying and Delivery of 50 mm GI pipes
Supply and Delivery of Kiosk as per Standard
Provision for GI / PVC Specials
50 mm GI Coupling
50 mm GI Elbow
50 mm GI Union
MS Clampset
50 mm H Nipple
50 mm NRV
63 mm PVC Ball Valuve
Solvent Paste 1/2 Lit
Air Valvu
50 mm Gate Valvu
Supply and run of 2 X 1.5 Sqmm (22/03) PVC insulated SC unsheathed Cu conductor of 1100 V grade
(19 Kg) No.8 SWG GI Wire
Supply and fixing of TNEB Meter Board suitable for 32A Three Phase service connection
Supply and run of 2x4sqmm (56/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in 25mm dia GI pipe (Class 'B') suitably bent at both ends with necessary angle iron upright and end supports for mains
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply & delivey of ISI marked 4 KSC 75 mm PVC pipes
Supply & delivey of ISI marked 4 KSC 25 mm PVC pipes
Towards Labour charges for laying and jointing of PVC/GI Pipes and Accessoriesas per BIS standards including all Charges etc
Refilling with Excavated earth for for pipe trench including all as per standard Specification Charges etc.,Complete 75 mm PVC Pipe
Refilling with Excavated earth for for pipe trench including all as per standard Specification Charges etc.,Complete 25 mm PVC Pipe
EB Deposit
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 110 mm PVC Pipe / 100 mm GI Pipe
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 4 KSC
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
110 mm PVC Bend
110 mm PVC Threaded Coupler
110 mm PVC Tee
110 mm X 90 mm Reducer
110 mm X 63 mm Reducer
50mm Water meter
Dirt Box
Fitting Charges of Meter in OHT Column
Provision for Pit for Water meter 90x75 cm
80mm Gate Valvu
Provision for Pit for Gate Valuve 90x75 cm
5.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
5.E) Distribution Main Line 63 mm PVC Pipe / 50 mm GI Pipe
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 63 mm OD PVC Pipe 4 KSC
50 mm GI Pipe
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
50 mm GI Pipe
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
63 mm PVC Bend
63 mm PVC Threaded Coupler
63 mm PVC Tee
63 mm PVC End Cap
Provision for 50mm GI Specials to site of work etc complete
50 mm GI Coupling
50 mm GI Tee
50 mm GI Elbow
5.D) 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 Veeragoundanoor Panchayat H/O Veeragoundanoor
6.A) Distribution Main Line 110 mm PVC Pipe / 100 mm GI Pipe at Veeragoundanoor Nadar Theru
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 4 KSC
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
110 mm PVC Bend
110 mm PVC Threaded Coupler
110 mm PVC Tee
110 mm X 90 mm Reducer
110 mm X 63 mm Reducer
50mm Water meter
Dirt Box
Fitting Charges of Meter in OHT Column
Provision for Pit for Water meter 90x75 cm
80mm Gate Valvu
Provision for Pit for Gate Valuve 90x75 cm
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
90 mm PVC Tee
90 mm X 63 mm Reducer
6.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
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.D) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
7.) Providing Pipeline and FHTC in Veeragoundanoor at Veeragoundanoor Panchayat H/O Veeragoundanoor
7.A) Distribution Main Line 110 mm PVC Pipe / 100 mm GI Pipe in Veeragoundanoor at Veeragoundanoor Panchayat
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 4 KSC
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
110 mm PVC Bend
110 mm PVC Threaded Coupler
110 mm PVC Tee
110 mm X 90 mm Reducer
110 mm X 63 mm Reducer
50mm Water meter
Dirt Box
Fitting Charges of Meter in OHT Column
Provision for Pit for Water meter 90x75 cm
80mm Gate Valvu
Provision for Pit for Gate Valuve 90x75 cm
7.D) Distribution Main Line 90 mm PVC Pipe / 80 mm GI Pipe
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 90 mm OD PVC Pipe 4 KSC
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
90 mm PVC Bend
90 mm PVC Threaded Coupler
90 mm PVC Tee
90 mm X 63 mm Reducer
7.E) Distribution Main Line 63 mm PVC Pipe / 50 mm GI Pipe
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 63 mm OD PVC Pipe 4 KSC
50 mm GI Pipe
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
50 mm GI Pipe
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
63 mm PVC Bend
63 mm PVC Threaded Coupler
63 mm PVC 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.D) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
8.) Providing New borewell, Pipeline and FHTC in Veeragoundanoor Palapannai at Veeragoundanoor Panchayat H/O Veeragoundanoor
8.A) New Bore Well, Motor with Pipe Line at Veeragoundanoor Palapannai
Providing Geophysical investivation charges including Preparation of Geo Physical survey report etc complete. .
Drilling of 150 mm dia bore Well in hard area including labour charges for inserting the casing pipe in the overburden soil area and developing charges etc complete including with bore welll cover Overburden soil Depth Upto Cashing Pipe
Hard rock soil Depth Below Cashing Pipe
Supply & delivey of ISI marked Cashing Pipe150mm OD 6 KSC PVC pipes
Supplying and Delivery of 75 LPM x 275m Submersible Pumpset 10 HP Motor
Supplying and Delivery of 4.00 Sq.mm cable
Supplying and Delivery of Control 10 HP 3 Phase Panel Board (With two level guardand auto start )
Supplying and Delivery of 50 mm GI pipes
Supply and Delivery of Kiosk as per Standard
Provision for GI / PVC Specials
50 mm GI Coupling
50 mm GI Elbow
50 mm GI Union
MS Clampset
50 mm H Nipple
50 mm NRV
63 mm PVC Ball Valuve
Solvent Paste 1/2 Lit
Air Valvu
50 mm Gate Valvu
Supply and run of 2 X 1.5 Sqmm (22/03) PVC insulated SC unsheathed Cu conductor of 1100 V grade
(19 Kg) No.8 SWG GI Wire
Supply and fixing of TNEB Meter Board suitable for 32A Three Phase service connection
Supply and run of 2x4sqmm (56/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in 25mm dia GI pipe (Class 'B') suitably bent at both ends with necessary angle iron upright and end supports for mains
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply & delivey of ISI marked 4 KSC 75 mm PVC pipes
Supply & delivey of ISI marked 4 KSC 25 mm PVC pipes
Towards Labour charges for laying and jointing of PVC/GI Pipes and Accessoriesas per BIS standards including all Charges etc
Refilling with Excavated earth for for pipe trench including all as per standard Specification Charges etc.,Complete 75 mm PVC Pipe
Refilling with Excavated earth for for pipe trench including all as per standard Specification Charges etc.,Complete 25 mm PVC Pipe
EB Deposit
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 110 mm PVC Pipe / 100 mm GI Pipe
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 4 KSC
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
110 mm PVC Bend
110 mm PVC Threaded Coupler
110 mm PVC Tee
110 mm X 90 mm Reducer
110 mm X 63 mm Reducer
50mm Water meter
Dirt Box
Fitting Charges of Meter in OHT Column
Provision for Pit for Water meter 90x75 cm
80mm Gate Valvu
Provision for Pit for Gate Valuve 90x75 cm
8.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
8.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
8.F) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
9.) Providing for Pipeline and FHTC at Veeragoundanoor Velayutha Nagar at Veeragoundanoor Panchayat H/O Veeragoundanoor
9.A) Distribution Main Line 110 mm PVC Pipe / 100 mm GI Pipe at Veeragoundanoor Velayutha Nagar
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 4 KSC
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
110 mm PVC Bend
110 mm PVC Threaded Coupler
110 mm PVC Tee
110 mm X 90 mm Reducer
110 mm X 63 mm Reducer
50mm Water meter
Dirt Box
Fitting Charges of Meter in OHT Column
Provision for Pit for Water meter 90x75 cm
80mm Gate Valvu
Provision for Pit for Gate Valuve 90x75 cm
9.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
90 mm PVC Tee
90 mm X 63 mm Reducer
9.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
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.D) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
10.) Providing Pipeline and FHTC in Veeragoundanoor Ottar Theru at Veeragoundanoor Panchayat H/O Veeragoundanoor
10.A) New Bore Well, Motor with Pipe Line at Veeragoundanoor Ottar Theru
Providing Geophysical investivation charges including Preparation of Geo Physical survey report etc complete. .
Drilling of 150 mm dia bore Well in hard area including labour charges for inserting the casing pipe in the overburden soil area and developing charges etc complete including with bore welll cover Overburden soil Depth Upto Cashing Pipe
Hard rock soil Depth Below Cashing Pipe
Supply & delivey of ISI marked Cashing Pipe150mm OD 6 KSC PVC pipes
Supplying and Delivery of 75 LPM x 275m Submersible Pumpset 10 HP Motor
Supplying and Delivery of 4.00 Sq.mm cable
Supplying and Delivery of Control 10 HP 3 Phase Panel Board (With two level guardand auto start )
Supplying and Delivery of 50 mm GI pipes
Supply and Delivery of Kiosk as per Standard
Provision for GI / PVC Specials
50 mm GI Coupling
50 mm GI Elbow
50 mm GI Union
MS Clampset
50 mm H Nipple
50 mm NRV
63 mm PVC Ball Valuve
Solvent Paste 1/2 Lit
Air Valvu
50 mm Gate Valvu
Supply and run of 2 X 1.5 Sqmm (22/03) PVC insulated SC unsheathed Cu conductor of 1100 V grade
(19 Kg) No.8 SWG GI Wire
Supply and fixing of TNEB Meter Board suitable for 32A Three Phase service connection
Supply and run of 2x4sqmm (56/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in 25mm dia GI pipe (Class 'B') suitably bent at both ends with necessary angle iron upright and end supports for mains
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply & delivey of ISI marked 4 KSC 75 mm PVC pipes
Supply & delivey of ISI marked 4 KSC 25 mm PVC pipes
Towards Labour charges for laying and jointing of PVC/GI Pipes and Accessoriesas per BIS standards including all Charges etc
Refilling with Excavated earth for for pipe trench including all as per standard Specification Charges etc.,Complete 75 mm PVC Pipe
Refilling with Excavated earth for for pipe trench including all as per standard Specification Charges etc.,Complete 25 mm PVC Pipe
EB Deposit
10.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
10.C) Distribution Main Line 110 mm PVC Pipe / 100 mm GI Pipe
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 110 mm OD PVC Pipe 4 KSC
Lowering and laying the Pipes and specials to trench , laying to proper grade and alignment, Jointing with coupler and specials fixing with Solvent cement paste etc
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
110 mm PVC Bend
110 mm PVC Threaded Coupler
110 mm PVC Tee
110 mm X 90 mm Reducer
110 mm X 63 mm Reducer
50mm Water meter
Dirt Box
Fitting Charges of Meter in OHT Column
Provision for Pit for Water meter 90x75 cm
80mm Gate Valvu
Provision for Pit for Gate Valuve 90x75 cm
10.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
10.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
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}
N.Dhanasekaran
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