Directorate Of Town Panchayats Tender
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Directorate Of Town Panchayats Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date23 May 2025
Closing Soon3 Jun 2025
Tender Amount₹ 4,59,00,000
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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CLASS 1 contractor.
Technical Capacity
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The required prior work experience for the bidder includes achieving an annual financial turnover of Rs. 378.00 Lakhs in any one of the last five financial years, equivalent to 100% of the value of work put to tender. The bidder should have satisfactorily completed and commissioned water supply schemes of value not less than Rs. 378.00 lakh in the last five years. Specific requirements for similar works completed include:
- If single agreement: 40% of BOQ Value, which is Rs. 151.00 Lakhs.
- If two agreements: 60% of BOQ Value, which is Rs. 227.00 Lakhs. The bidder should have completed works of a similar nature and size, with options including:
- One (1) completed work of value more than INR 378.00 Lakhs or above, or
- Two (2) completed work of value more than INR 189.00 Lakhs or above. In terms of electrical experience, the bidder should have:
- One (1) completed work of value more than INR 378.00 Lakhs or above, or
- Two (2) completed work of value more than INR 189.00 Lakhs or above. Additionally, the bidder should have minimum aggregate experience of pipeline in Kms, with:
- DI/CI pipe: 30% of total length in kms
- PVC/ HDPE pipe: 30% of total length in Kms
- Providing of house service connections: 30% of total Numbers The bidder should also have completed and commissioned water supply scheme of value not less than:
- Rs. 179.00 lakh in last three years for Government Department /Board /Government Undertaking, with: - If single agreement: 40% of BOQ Value (Rs. 151.20 Lakhs) - If two agreements: 60% of BOQ Value (Rs. 226.80 Lakhs) The bidder should have been in the civil construction works and Water Supply and Sewerage system field for at least the past five years, with an annual financial turnover of Rs. 378.00 Lakhs from the financial year (2018-2019 to 2022-2023). They should have satisfactorily completed a civil work of similar nature in their own name in a single agreement for a value of not less than Rs. 378.00 Lakhs (50% of the Value of work put to tender) in the last five years.
Costs
EMD
₹ 4,59,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DTP_560982_1Tender No
589/2025/A1Tender Authority
Directorate Of Town Panchayats ViewPurchaser Address
-Website
http://https://www.tn.gov.in/dtp/
GEM & Bid Advisory Services
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BOQ Items
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Restoring the road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: M20 Concrete
203
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Supply and delivery of HDPE PE100 PN10 pipes confirming to IS and as amended from time to time and for delivery at site including loading ,unloading fright,stacking and transit , insurance charges etc. and as directed by town panchayat officers.- 250 HDPE PE100 PN 10
9800
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Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the town Panchayath officers - 250 HDPE PE100 PN 10
9800
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Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 213072011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion
equipment power supply arrangements etc., complete as per directed by Town Panchayath officers - 250 HDPE PE100 PN 10
1633
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Refilling of the trench after the pipes are laid and jointed for the following sizes of pipes etc., complete and as directed by Town Panchayat officers.
9800
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Testing of pipes for water supply with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete for the following diametres of pipes.
9800
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Supply and delivery of HDPE PE100 PN10 Specials confirming to IS and as amended from time to time and for delivery at site including loading ,unloading fright,stacking and transit , insurance charges etc. and as directed by town panchayat officers. - 250 X 90 deg Bend
10
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Supply and delivery of HDPE PE100 PN10 Specials confirming to IS and as amended from time to time and for delivery at site including loading ,unloading fright,stacking and transit , insurance charges etc. and as directed by town panchayat officers. - 250 Equal Tee
11
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Supply and delivery of DI D/F Gate (sluice) valves (soft seated) resilient seated soft sealing Gate Valves (Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 or GGG 50, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O- Ring protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163-89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight through body passage.- 100mm DI Valve for Scour
3
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Supply and delivery of DI D/F Gate (sluice) valves (soft seated) resilient seated soft sealing Gate Valves (Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 or GGG 50, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O- Ring protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163-89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight through body passage.- 250mm DI Valve for Scour
4
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Supply & Fixing of Kinetic air valves for handling more volumes of air in Pumping main, double orifice kinetic air valve confirming to is 14845 tamper proof design (pn-10) - 80mm Air valve
8
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Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), upto 5m depth in all soil strata including shoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for 20 operations and providing 16mm thickness MS plate of size 3.00m x 3.50m with 100mm x100mm x 12mm angles of 4m length for holding the MS plates for Thrust arrangements to receive the impacts during pushing operation of encasing pipe. Lowering the following size of MS encasing pipe by using Contractor’s crane and machineries and jointing MS pipes by welding, across the National Highways/State Highways/ Railways/Canal crossing etc and driving the horizontal bore by pushing / jacking method (trenchless technology method) using contractor’s machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressor, jack hammer and other equipments etc. without interfering and causing any hindrance to the movement of traffic or any other vehicles, without any disturbances to the railway/road/ canal formation etc. including bailing / pumping of water where ever necessary without affecting any installation like water supply pipeline/telephone cable, electric cables etc. passing nearby area and scooping the earth inside the pipes and pit and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by Town Panchayath Officers. The rate includes the cost of driving pit, thrust bed/wall and receiving pit to the depth of om to 2m excluding the cost of MS pipes. - For 400mm dia MS encasing pipe for various thickness
65
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Supply of MS. Pipes for Encasing- spiral/longitudinal welding as per is 3589/2001 With internal lining and external coating made with fe410 - 323.9 X 4.5 mm Thick Pipe
65
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Construction of masonry valve pit as per TWAD Type design for sluice valve, scour valve, air valve including fixing the valves including earth work excavation for foundation,P.C.C.1:4:8 using 40mm HBG metal for levelling course,brick work in CM 1:5 for side wall with M Sand ,plastering with CM 1:3,12mm thick with P Sand ,RCC 1:11/2:3 using 20mm HBG stone with M Sand jelly for cover slab, providing PCC in CM 1:3 : 6 supporting block with M Sand including supply, fabricating and placing of RTS grills for the following valves including charges for precasting and fixing surface box, valves and specials in position ,refilling the sides of the pit etc. complete. and as directed by Town Panchayat officers. - 250mm Sluice & Scour Valve Chamber
7
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Construction of masonry valve pit as per TWAD Type design for sluice valve, scour valve, air valve including fixing the valves including earth work excavation for foundation,P.C.C.1:4:8 using 40mm HBG metal for levelling course,brick work in CM 1:5 for side wall with M Sand ,plastering with CM 1:3,12mm thick with P Sand ,RCC 1:11/2:3 using 20mm HBG stone with M Sand jelly for cover slab, providing PCC in CM 1:3 : 6 supporting block with M Sand including supply, fabricating and placing of RTS grills for the following valves including charges for precasting and fixing surface box, valves and specials in position ,refilling the sides of the pit etc. complete. and as directed by Town Panchayat officers. - 80mm Air valve Chamber
10
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Supplying of Double Flange DI Pipes & Specials for Sump Inlet & Sump Outlets - 250mm DI D/F - 2.0 Metre Length
8
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Supplying of Double Flange DI Pipes & Specials for Sump Inlet & Sump Outlets - 250mm DI D/F - 1 Metre Length
4
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Supply, delivery & fixing of Non Return Valve - 250 mm
2
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Supplying of Double Flange DI Pipes & Specials for Sump Inlet & Sump Outlets - Specials - 250 mm Dia
257
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Supply and delivery of Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction. The pump should be directly coupled to 2880 RPM, three phase, 50 Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP , Fully Automatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HP starting and for continuous operation. (SOR) - for Open Well - 700 lpm X 80 m Head
2
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Supply and delivery of Star-Delta starter confirming to IS 13947, IEC60947-1 and as amended thereafter with 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 suppressed scale, Voltmeter (65mm dia), Voltmeter selector switch, Miniature circuit breaker, Thermal Overload relay, Air Break contactors suitable for next Standard higher KW rating, Single phasing preventor, dry running preventor and On/Off Push button switches, wiring with 1 sq.mm/4 sq. mm copper pvc insulated cable, powder coated vermin proof box, including the capacitor (the cost of capacitor is to be taken separately).- For 20/25 HP
2
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Supply and delivery of Cable for Sumbersible Pump - PVC Insulated and Sheathed 3 Core Flat Type Copper Cable Conforming to IS 694/1990 and as amended thereafter
40
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Erection and commissioning of Submersible pumpsets in sump 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 ,starters, 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.(Item No.17c) - Above 20.00 HP to 30.00 HP
2
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Replacement of Underground Utilities (HDPE, DI & PVC) damaged during Earthwork excavations for pipe laying works including cost of additional earthwork excavation in all soils, including BT cutting, CC roads , removal of slushy soil and replacing the pipeline with sound pipe, including supply and delivery of HDPE pipes, couplers, jointing materials and required specials, cutting, threading, conveying, laying, jointing and cost of refilling for the additional earthwork etc complete and as directed by the Town Panchayat officers - All Diameters
1000
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