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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+₹14,813 (0.10%)Admitted-Finance | ₹1.5 Cr+₹14,813 (0.10%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Bala Construction L1 | U.A.Varatharajan L2 |
|---|---|---|---|---|---|
| 1.001.) Providing Pipeline and FHTC at Aranmanaikadu at Valavandhi Panchayat H/O Valavandhi | |||||
| 2.001.A) Distribution Pipe Line at Aranmanaikadu | |||||
| 3.00Supply and Delivery of GI Pipes | |||||
| 4.00 | 80 mm GI Pipe | 900 | m | - | - |
| 5.00 | 50 mm GI Pipe | 250 | m | - | - |
| 6.00 | 20 mm GI Pipe | 238 | m | - | - |
| 7.00 | 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 | 1,388 | m | - | - |
| 8.00Supply and Delivery of GI Specials | |||||
| 9.00 | 80mm GI Coupling | 150 | No | - | - |
| 10.00 | 50mm GI Coupling | 42 | No | - | - |
Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
20 Jul 2020, 3:00 pmClosed
Additional Director/ Project Director
DRDA, SALEM
Package No.20/2020-21 Implementation of Jal Jeevan Mission to provide Functional Household Tap connection to Rural Households in Valavanthi Village Panchayats in Yercaud Panchayat Union in Salem District for the year 2020-21
2020_RDTN_171091_19
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
₹1.5 L
DRDA, SALEM
31 Jul 2020
14 Jul 2020
20 Jul 2020
14 Jul 2020
20 Jul 2020
14 Jul 2020
17 Jul 2020
Amount
1.) Providing Pipeline and FHTC at Aranmanaikadu at Valavandhi Panchayat H/O Valavandhi
1.A) Distribution Pipe Line at Aranmanaikadu
Supply and Delivery of GI Pipes
80 mm GI Pipe
50 mm GI Pipe
20 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
Supply and Delivery of GI Specials
80mm GI Coupling
50mm GI Coupling
20mm GI Coupling
80mm GI Elbow
50mm GI Elbow
20mm GI Elbow
80mm GI Union
50mm GI Union
20mm GI Union
80mm x 65mm GI Reduser
65mm x 50mm GI Reduser
50mm x 20mm GI Reduser
50mm GI Gate Valve
1.B) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
2.) Providing Pipeline and FHTC at Keetaikadu at Valavandhi Panchayat H/O Valavandhi
2.A) Pumping Main Line
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 50 mm HPDE Pipes - PN 10
75 mm HPDE Pipes - PN 10
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.
2.B) Distribution Main Line
Supply and Delivery of GI Pipes
80 mm GI Pipe
20 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
Supply and Delivery of GI Specials
80mm GI Coupling
65mm GI Coupling
50mm GI Coupling
20mm GI Coupling
80mm GI Elbow
65mm GI Elbow
50mm GI Elbow
20mm GI Elbow
80mm GI Union
50mm GI Union
20mm GI Union
80mm x 65mm GI Reduser
65mm x 50mm GI Reduser
65mm x 20mm GI Reduser
50mm x 20mm GI Reduser
50mm GI Gate Valve
2.C) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
3.) Providing Pipeline and FHTC at Kumbipadi at Valavandhi Panchayat H/O Valavandhi
3.A) Pumping Main Line
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 50 mm HPDE Pipes - PN 10
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.
3.B) Distribution Main Line
Supply and Delivery of GI Pipes
65 mm GI Pipe
50 mm GI Pipe
20 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
Supply and Delivery of GI Specials
65mm GI Coupling
50mm GI Coupling
20mm GI Coupling
65mm GI Elbow
50mm GI Elbow
20mm GI Elbow
65mm GI Union
50mm GI Union
20mm GI Union
80mm x 65mm GI Reduser
50mm x 20mm GI Reduser
50mm GI Gate Valve
3.C) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
4.) Providing Pipeline and FHTC in Mottukadu at Valavandhi Panchayat H/O Valavandhi
4.A) Pumping Main Line
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 50 mm HPDE Pipes - PN 10
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.
4.B) Distribution Main Line
Supply and Delivery of GI Pipes
20 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
Supply and Delivery of GI Specials
20mm GI Coupling
20mm GI Elbow
20mm GI Union
80mm x 65mm GI Reduser
65mm x 20mm GI Reduser
50mm x 20mm GI Reduser
50mm GI Gate Valve
4.C) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
5.) Providing Pipeline and FHTC in Valavandhi at Valavandhi Panchayat H/O Valavandhi
5.A) Pumping Main Line
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 50 mm HPDE Pipes - PN 10
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.
5.B) Distribution Main Line
Supply and Delivery of GI Pipes
80 mm GI Pipe
50 mm GI Pipe
20 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
Supply and Delivery of GI Specials
80mm GI Coupling
50mm GI Coupling
20mm GI Coupling
80mm GI Elbow
50mm GI Elbow
20mm GI Elbow
80mm GI Union
50mm GI Union
20mm GI Union
80mm x 65mm GI Reduser
65mm x 50mm GI Reduser
65mm x 20mm GI Reduser
50mm x 20mm GI Reduser
50mm GI Gate Valve
5.C) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
6.) Providing Pipeline and FHTC in Thenkadakadu at Valavandhi Panchayat H/O Valavandhi
6.A) Pumping Main Line
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
Supply of unplasticised pipes as per BIS 4985/2000 with ISI Marking to site of works 50 mm HPDE Pipes - PN 10
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.
6.B) Distribution Main Line
Supply and Delivery of GI Pipes
20 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
Supply and Delivery of GI Specials
80mm GI Coupling
50mm GI Union
50mm x 20mm GI Reduser
50mm GI Gate Valve
6.C) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
7.) Providing New Bore well, Open Well, Pipeline and FHTC in K.Puthur at Valavandhi Panchayat H/O Valavandhi
7.A) New Bore Well, Motor with Pipe Line at K.Puthur
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 250m 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
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 50 mm HPDE Pipes - PN 10
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 and Delivery of 1000 Lit tank as per Standard
Construction of 1000 Lit Tank Pedestal as per Standard
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 GI Elbow
Clamp Set
Bore well Cover
Provision for Electrical Arrangements
7/20 Service Wire
25mm GI Pipe
25mm GI Bend
7.B) New Open Well
Earth work open well excavation complying with relevant clauses of T.N.D.S.S Well sinking & with lead upto 10m in Hard stiff clay,stiff black cottonsoil, hard red earth, shales, murram, gravel, stoney earth & earth mixed with small size boulders and hard
open well 0m - 2m depth
Earth work open well excavation complying with relevant clauses of T.N.D.S.S Well sinking & with lead upto 10m in soft dis-integrated rock, laterite, soft rock or kankar not requiring blasting - first 2m depth.
open well 2m - 4m depth
open well 4m - 6m depth
Open well excavation complying with relevant clauses of T.N.D.S.S Well sinking & with lead upto 10m in medium rock & dense medium rock requiring blasting - first 2m depth.
open well 6m - 8m depth
Open well excavation complying with relevant clauses of T.N.D.S.S Well sinking & with lead upto 10m in medium rock & dense medium rock requiring blasting - first 2m depth.
open well 8m - 10m depth
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
Random rubble masonry in cement mortar 1:5 mix with simultaneous pointing including cost and conveyance pf all materials to site and all labour charges etc complete for 10 cum
7.C) Pumping Main Line
Clearingthe Juliflora jungle including all labour charges for burrying and burning etc.,
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 50 mm HPDE Pipes - PN 10
75 mm HPDE Pipes - PN 10
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.
7.D) Distribution Main Line
Supply and Delivery of GI Pipes
50 mm GI Pipe
20 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
Supply and Delivery of GI Specials
50mm GI Coupling
20mm GI Coupling
50mm GI Elbow
20mm GI Elbow
50mm GI Union
20mm GI Union
80mm x 65mm GI Reduser
50mm x 20mm GI Reduser
50mm GI Gate Valve
7.E) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
8.) Providing Pipeline and FHTC in Puliankadai at Valavanthi Panchayat H/O Valavandhi
8.A) Distribution Pipe Line
Supply and Delivery of GI Pipes
80 mm GI Pipe
50 mm GI Pipe
20 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
Supply and Delivery of GI Specials
80mm GI Coupling
50mm GI Coupling
20mm GI Coupling
80mm GI Elbow
50mm GI Elbow
20mm GI Elbow
80mm GI Union
50mm GI Union
20mm GI Union
80mm x 65mm GI Reduser
65mm x 50mm GI Reduser
50mm x 20mm GI Reduser
50mm GI Gate Valve
8.B) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
9.) Providing New Open Well, Pipeline and FHTC in Parakadai at Valavandhi Panchayat H/O Valavanthi
9.A) Distribution Main Line
Supply and Delivery of GI Pipes
80 mm GI Pipe
50 mm GI Pipe
20 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
Supply and Delivery of GI Specials
80mm GI Coupling
50mm GI Coupling
20mm GI Coupling
50mm GI Elbow
20mm GI Elbow
80mm GI Union
50mm GI Union
20mm GI Union
80mm x 65mm GI Reduser
65mm x 50mm GI Reduser
50mm x 20mm GI Reduser
50mm GI Gate Valve
9.B) New Open Well
Earth work open well excavation complying with relevant clauses of T.N.D.S.S Well sinking & with lead upto 10m in Hard stiff clay,stiff black cottonsoil, hard red earth, shales, murram, gravel, stoney earth & earth mixed with small size boulders and hard
open well 0m - 2m depth
Earth work open well excavation complying with relevant clauses of T.N.D.S.S Well sinking & with lead upto 10m in soft dis-integrated rock, laterite, soft rock or kankar not requiring blasting - first 2m depth.
open well 2m - 4m depth
open well 4m - 6m depth
Open well excavation complying with relevant clauses of T.N.D.S.S Well sinking & with lead upto 10m in medium rock & dense medium rock requiring blasting - first 2m depth.
open well 6m - 8m depth
Open well excavation complying with relevant clauses of T.N.D.S.S Well sinking & with lead upto 10m in medium rock & dense medium rock requiring blasting - first 2m depth.
open well 8m - 10m depth
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
Random rubble masonry in cement mortar 1:5 mix with simultaneous pointing including cost and conveyance pf all materials to site and all labour charges etc complete for 10 cum
9.C) Provision for FHTC
Provision for FHTC house hold
Provision for Flow Control Valvue
10.) Providing New Bore well, Pipeline and FHTC in Settukadu at Valavanthi Panchayat H/O Valavanthi
10.A) New Bore Well, Motor with Pipe Line
Providing Geophysical investivation charges including Preparation of Geo Physical survey report etc complete. .
Drilling of 150 mm dia bore Well in hard area including labour charges for inserting the casing pipe in the overburden soil area and developing charges etc complete including with bore welll cover Overburden soil Depth Upto Cashing Pipe
Hard rock soil Depth Below Cashing Pipe
Supply & delivey of ISI marked Cashing Pipe150mm OD 6 KSC PVC pipes
Supplying and Delivery of 50 LPM x 250m 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
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 50 mm HPDE Pipes - PN 10
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 and Delivery of 1000 Lit tank as per Standard
Construction of 1000 Lit Tank Pedestal as per Standard
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 GI Elbow
Clamp Set
Bore well Cover
Provision for Electrical Arrangements
7/20 Service Wire
25mm GI Pipe
25mm GI Bend
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 50 mm HPDE Pipes - PN 10
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.
7.C) Distribution Main Line
Supply and Delivery of GI Pipes
65 mm GI Pipe
50 mm GI Pipe
32 mm GI Pipe
20 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
Supply and Delivery of GI Specials
65mm GI Coupling
50mm GI Coupling
32mm GI Coupling
20mm GI Coupling
65mm GI Elbow
50mm GI Elbow
32mm GI Elbow
20mm GI Elbow
65mm GI Union
50mm GI Union
32mm GI Union
20mm GI Union
80mm x 65mm GI Reduser
65mm x 20mm GI Reduser
50mm x 20mm GI Reduser
50mm GI Gate Valve
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}
U.A.Varatharajan
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