Tender For Drilling Of New Bore Wells, Flushing Of Existing Bore Wells, Repair And Reconditioning Of Pump Sets And Formation Of Flow Diversion Channel For The Following 2 No. Of Cwss In Theni District Under State Disaster Response Fund. (2026-27)
Tender Value
23 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
3 days left
EMD
20000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Theni → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Drilling Of New Bore Wells, Flushing Of Existing Bore Wells, Repair And Reconditioning Of Pump Sets And Formation Of Flow Diversion Channel For The Following 2 No. Of Cwss In Theni District Under State Disaster Response Fund. (2026-27)
BOQ
| Sl. No. | Item Description |
| 1 | ARAPADITHEVANPATTY AND 26 OTHER RURAL HABITATIONS IN THENI DISTRICT UNDER STATE DROUGHT RELIEF FUND. |
| 2 | LAKSHMIPURAM AND 7 OTHER RURAL HABITATIONS IN THENI DISTRICT UNDER STATE DROUGHT RELIEF FUND. |
| 3 | Add GST @ 18% Schedule A Name of the Work : Drilling of new bore wells, flushing of Existing Bore wells, Repair and reconditioning of pump sets and Formation of flow diversion channel for the following 2 no. of CWSS in Theni District Under State Disaster Response Fund. (2026-27) Sl.No Description of work Basic Amount (In Rupees) GST 18 % (In Rupees) Amount In Rupees |
| 4 | Arapadithevanpatty CWSS |
| 5 | Lakshmipuram CWSS Total 1949646.87 350936.44 2300583.31 Schedule A Name of the Work : Drilling of new bore wells, flushing of Existing Bore wells, Repair and reconditioning of pump sets and Formation of flow diversion channel for the following 2 no. of CWSS in Theni District Under State Disaster Response Fund. (2026-27) Sl.No DESCRIPTION QTY Specifications unit Rate in Rs. Amount in Rupees In figures In words Arapadithevanpatty CWSS Drilling of New Borewells No Of Borewells |
| 6 | Drilling of 6\\" dia (150mm ) Vertical bores in over burden area to any required depth as desired by TWAD Board Officials including labour charges for inserting casing Pipes assembing in the drilled hole, including welding the joint, if necessory , grounding the casing pipes, etc., and including transport charges for the rig and supporting vehicles from one place to another as directed by TWAD Board Officers. |
| 7 | Drilling of 6\\" dia (150mm ) Vertical bores in Hard rock area to any required depth as desired by TWAD Board Officials including labour charges for inserting casing Pipes assembing in the drilled hole, including welding the joint, if necessory , grounding the casing pipes, etc., and including transport charges for the rig and supporting vehicles from one place to another as directed by TWAD Board Officers. |
| 8 | Upto 150m below Ground Level |
| 9 | From 151m upto 180 m |
| 10 | From 180m upto 210 m |
| 11 | Supply and delivery of following sizes of PVC CS Casing pipes specials confirming to IS specification at site of work as directed by TWAD Board officers. |
| 12 | Bore cap using M.S. Flat of size 1 cm x 3mm and M.S. sheet on top with boltingarrangements for securing the cap in position (Bore caps with M.S. Couplings need not be made)- 6” Casing Pipes |
| 13 | Labour Charges for inserting PVC Casingpipes assembly (with slots or without slots)in the drilled hole including jointing the pipeswith PVC Couplers with Cement paste etc.,complete, supply and packing the annularspace with pebbles of size and quality asapproved by the executive engineers ofTWAD Board Sub Total - I 297100.65 Pumpsets and Pumping main |
| 14 | Supply and delivery of clear water vertical wet type submersible pumpset suitable for 150 mm dia borewell conforming to IS 8034/2002 as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screwsand CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continous rated two pole suitable wet type vertical squirrel cage induction motor as per IS9283 /1995 as amended there after, suitable for operation in AC three phase 415 V+/- 10 %, 50 HZ +/- 5 % |
| 15 | 150 LPM X 150 M - 10.00 HP |
| 16 | Supply and delivery of Star-Delta starter confirming to IS13947, ICE 60947-1 suitable KW rating for operation in AC/ three Phase/ 50HZ(+/-5%) and 415V (+/- 10%) including 3 pole magnetic contactor with under voltage release - 3 nos., CT operated Ammeter(65 mm dia) with suppressedscale, Voltmeter (65mm dia), Voltmeter selector swicth, Minature circuitrbraeker, Thermal overload relay, Air Break contactors suitable for next Standard higher KW rating, Single phasing preventor, dry running preventorand On/Off Push button switches, wiring with 1 sq.mm/4 sq. mm copper pvcinsulated cable, power capacitor(thecoated vermin proof box, including the cost of capacitor is to be taken separately) |
| 17 | 10 HP LT Cables |
| 18 | PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 AND AS AMENDED THEREAFTER. |
| 19 | 4 Sq.mm Copper Cable |
| 20 | Laying the above cable as per IE rules from the between Transformer to rhe panel board |
| 21 | 4 Sq.mm Copper Cable |
| 22 | JOINTING OF XLPE INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 AND AS AMENDED THEREAFTER(Item No.12.2-II /P.No.125/ SOR 2024-25) |
| 23 | 4 Sq.mm Copper Cable |
| 24 | Supply and delivey of pipes and specials including laying and jointing etc complete. |
| 25 | 50 mm GI Pipe |
| 26 | 50 mm GI Coupling |
| 27 | 50 mm GI Bend |
| 28 | 50 mm GI Flange set |
| 29 | 50 mm GI Tee |
| 30 | 50 mm GM Gate valve |
| 31 | 50 mm Non Return valve |
| 32 | 50 mm MS Clamp set |
| 33 | 50 mm GI Hex Nipple |
| 34 | 50 mm GI Flange set rubber |
| 35 | 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 to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter,three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days. |
| 36 | Above 5.00 HP to 10.00 HP Sub Total II 607761.4 717158.452 flushing of Existing borewell |
| 37 | Flushing of borewell of 6” dia requiring less than 4 hours operation using drill rods/ hose with required size of pipes for various capacity compressor including transportation, labour, and fuel charges for compressors as directed by the TWAD Officer and conducting yield test by ‘V’ notch method if required |
| 38 | 600 Cfm ( 100 /150 PSI) - 2 Nos of Borewells |
| 39 | Rewinding of motor and reconditioning pump and repair works to 7.50 HP Vertical bore well Pump Set (500 LPM X 70 M Head ) including cost of all material ,conveyance ,labour charges for removing and re-erection of Submersible pumpset. |
| 40 | Supply, delivery of PVC insulated and sheathed3 core 4 Sq. mm Copper cable conforming to IS 694/1990 and as amended thereafter for following Wells submersible motor to main panel board. |
| 41 | Laying the above cable as per IE rules from Transformer to the panel board for laying in trenches inside the pump room or in air |
| 42 | Jointing the above cable including the cost of jointing materials, lugs, cable clamp etc, complete, confirming to IS 1554 PART I as amended thereafter with ISI marking Sub Total III 193151.66 Formation of flow Diversion |
| 43 | Formation of leading channel using sand bags around the Infilteration well for raising the bund 0.30 above the water level for diverting the flow including cost of sand ,gunny bags,labour charges for filling ,stiching charges etc,.. Complete and as directed by TWAD board officers. |
| 44 | Earthwork excavation for desilting the existing rivers/ canals/ channels etc., consisting of sand , Silt or other loose soil, Wet Sand or Silt not under Water , light black Cotton Soil, Sandy Loam and ordinary Soil including excavated earth SS 20 B for providing Flow diversion Channel in river bed for diverting the River flow to Infiltration Well - I,Infiltration Well II Sub Total IV 60417.0 Lakshmipuram CWSS Grand Total 1158430.71 Drilling of New Borewells No Of Borewells |
| 45 | Drilling of 6\\" dia (150mm ) Vertical bores in over burden area to any required depth as desired by TWAD Board Officials including labour charges for inserting casing Pipes assembing in the drilled hole, including welding the joint, if necessory , grounding the casing pipes, etc., and including transport charges for the rig and supporting vehicles from one place to another as directed by TWAD Board Officers. |
| 46 | Drilling of 6\\" dia (150mm ) Vertical bores in Hard rock area to any required depth as desired by TWAD Board Officials including labour charges for inserting casing Pipes assembing in the drilled hole, including welding the joint, if necessory , grounding the casing pipes, etc., and including transport charges for the rig and supporting vehicles from one place to another as directed by TWAD Board Officers. |
| 47 | Upto 150m below Ground Level |
| 48 | From 151m upto 180 m |
| 49 | From 180m upto 210 m |
| 50 | Supply and delivery of following sizes of PVC CS Casing pipes specials confirming to IS specification at site of work as directed by TWAD Board officers. |
| 51 | Bore cap using M.S. Flat of size 1 cm x 3mm and M.S. sheet on top with boltingarrangements for securing the cap in position (Bore caps with M.S. Couplings need not be made)- 6” Casing Pipes |
| 52 | Labour Charges for inserting PVC Casingpipes assembly (with slots or without slots)in the drilled hole including jointing the pipeswith PVC Couplers with Cement paste etc.,complete, supply and packing the annularspace with pebbles of size and quality asapproved by the executive engineers ofTWAD Board Sub Total - I 189667.1 Pumpsets and Pumping main |
| 53 | Supply and delivery of clear water vertical wet type submersible pumpset suitable for 150 mm dia borewell conforming to IS 8034/2002 as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screwsand CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continous rated two pole suitable wet type vertical squirrel cage induction motor as per IS9283 /1995 as amended there after, suitable for operation in AC three phase 415 V+/- 10 %, 50 HZ +/- 5 % |
| 54 | 150 LPM X 150 M - 10.00 HP |
| 55 | Supply and delivery of Star-Delta starter confirming to IS13947, ICE 60947-1 suitable KW rating for operation in AC/ three Phase/ 50HZ(+/-5%) and 415V (+/- 10%) including 3 pole magnetic contactor with under voltage release - 3 nos., CT operated Ammeter(65 mm dia) with suppressedscale, Voltmeter (65mm dia), Voltmeter selector swicth, Minature circuitrbraeker, Thermal overload relay, Air Break contactors suitable for next Standard higher KW rating, Single phasing preventor, dry running preventorand On/Off Push button switches, wiring with 1 sq.mm/4 sq. mm copper pvcinsulated cable, power capacitor(thecoated vermin proof box, including the cost of capacitor is to be taken separately) |
| 56 | 10 HP LT Cables |
| 57 | PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 AND AS AMENDED THEREAFTER. |
| 58 | 4 Sq.mm Copper Cable |
| 59 | Laying the above cable as per IE rules from the between Transformer to rhe panel board |
| 60 | 4 Sq.mm Copper Cable |
| 61 | JOINTING OF XLPE INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 AND AS AMENDED THEREAFTER(Item No.12.2-II /P.No.125/ SOR 2024-25) |
| 62 | 4 Sq.mm Copper Cable |
| 63 | Supply and delivey of pipes and specials including laying and jointing etc complete. |
| 64 | 50 mm GI Pipe |
| 65 | 50 mm GI Coupling |
| 66 | 50 mm GI Bend |
| 67 | 50 mm GI Flange set |
| 68 | 50 mm GI Tee |
| 69 | 50 mm GM Gate valve |
| 70 | 50 mm Non Return valve |
| 71 | 50 mm MS Clamp set |
| 72 | 50 mm GI Hex Nipple |
| 73 | 50 mm GI Flange set rubber |
| 74 | 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 to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter,three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days. |
| 75 | Above 5.00 HP to 10.00 HP Sub Total II 394826.4 flushing of Existing borewell |
| 76 | Flushing of borewell of 6” dia requiring less than 4 hours operation using drill rods/ hose with required size of pipes for various capacity compressor including transportation, labour, and fuel charges for compressors as directed by the TWAD Officer and conducting yield test by ‘V’ notch method if required |
| 77 | 600 Cfm ( 100 /150 PSI) - 1 No of Borewells |
| 78 | Rewinding of motor and reconditioning pump and repair works to 7.50 HP Vertical bore well Pump Set (500 LPM X 70 M Head ) including cost of all material ,conveyance ,labour charges for removing and re-erection of Submersible pumpset. |
| 79 | Supply, delivery of PVC insulated and sheathed3 core 4 Sq. mm Copper cable conforming to IS 694/1990 and as amended thereafter for following Wells submersible motor to main panel board. |
| 80 | Laying the above cable as per IE rules from Transformer to the panel board for laying in trenches inside the pump room or in air |
| 81 | Jointing the above cable including the cost of jointing materials, lugs, cable clamp etc, complete, confirming to IS 1554 PART I as amended thereafter with ISI marking Sub Total III 180031.66 Formation of flow Diversion |
| 82 | Formation of leading channel using sand bags around the Infilteration well for raising the bund 0.30 above the water level for diverting the flow including cost of sand ,gunny bags,labour charges for filling ,stiching charges etc,.. Complete and as directed by TWAD board officers. |
| 83 | Earthwork excavation for desilting the existing rivers/ canals/ channels etc., consisting of sand , Silt or other loose soil, Wet Sand or Silt not under Water , light black Cotton Soil, Sandy Loam and ordinary Soil including excavated earth SS 20 B for providing Flow diversion Channel in river bed for diverting the River flow to Infiltration Well - I,Infiltration Well II Sub Total IV 26691.0 Grand Total 791216.16 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender