Municipal Administration And Water Supply Department Tender
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The MAWS has issued a formal invitation for competitive bids for the Municipal Administration And Water Supply Department project, for Improvement Of Water Suppy Scheme Replacement Of Transmission Line In Old Scheme In Idappadi Municipality in Salem, Tamil Nadu, with an estimated contract value of Rs. 10,75,00,000. The bid opening date for this tender is 04-06-2025 and the last date for bid submission is 19-06-2025. Interested bidders for Municipal Administration And Water Supply Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date4 Jun 2025
Closing Soon19 Jun 2025
Tender Amount₹ 10,75,00,000
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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The eligible classes required by a bidder to participate or bid in the tender are 'ESA Grade License' or 'ESB' License, which refers to an Electrical Super Grade Contractor License or an Electrical Sub-contractor License, respectively, and 'CLASS 1 contractor'.
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid Capacity = (A*N*1.5 – B), where A = Maximum value of civil engineering works executed in anyone year during the last five years, N = Number of years prescribed for completion of the works, and B = Value of works of existing commitments and on-going works to be completed during the next 2 years.
Technical Capacity
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The required prior work experience for the bidder includes: - One completed work of value more than a specified amount (not mentioned) or - Two completed works of value more than a specified amount (not mentioned) in the last 7 years. The bidder 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. 537.50 Lakhs (50% of the value of work put to tender) in the last five years. The bidder should have also satisfactorily completed the following quantities of work in the past three financial years:
- Laying of Feeder Main DI K7 class pipe line: 11.00 kms of pipeline - Laying of Distribution Network of HDPE PN6 PE 100 for upto 315 mm: 2.00 kms of pipeline. The bidder should have achieved an annual financial turnover of Rs. 1075.00 Lakhs (100% of the value of work put to tender) in the last five years. No specific percentage of similar works completed is mentioned, except that the bidder should have satisfactorily completed a civil work of similar nature for a value of not less than 50% of the value of work put to tender. The bidder should have working capital sufficient to finance at least 15% of the value put to tender, which is Rs. 161.25 Lakhs, and minimum cash flow required for 3 months period of the Contract period, which is Rs. 161.55 Lakhs. The bidder's net worth for the last year should be positive, and the total not should represent more than 50 percent of the Bidder’s net worth. Partners may individually or jointly meet this qualification criteria, however, any one of the partners should meet not less than 51% of this qualification criteria. The bidder should have electrical experience with contracts performed in the last 7 years prior to the date of bid submission, with one completed work of value more than a specified amount or two completed works of value more than a specified amount. The bidder should have been in the civil construction works and Water Supply and Sewerage system field for at least the past five years. The bidder should have key personnel with adequate experience, including a Project Manager with not less than 15 years' experience in construction of similar civil engineering works.
Costs
EMD
₹ 10,75,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MAWS_564637_1Tender No
2025/E1/WSTender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
GEM & Bid Advisory Services
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BOQ Items
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110mm Dia HDPE pipe
2000
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Supplying and Delivery of the following Ductile Iron Socket/Spigot pipes and specials K-7 of best approved quality conforming to ISS including cost of all materials, labour, transportation etc., complete complying with standard specification.Twad Sor 24-25 Pg No 34
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350mm Dia DI pipe
11000
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Supplying and Delivery of the following HDPE PIPES - PE 100 AS PER IS 4984/2016 of best approved quality conforming to ISS including cost of all materials, labour, transportation etc., complete complying with standard specification.Twad Sor 24-25 Pg No 15
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110mm Dia HDPE pipe / PN 10
2000
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Refilling as per IS specifications and as directed by the engineers for the following sizes in metres,as per drawing.
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350mm Dia DI pipe
11000
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110mm Dia HDPE pipe
2000
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Supply & delivery of following sizes of DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K7 SPECIALS AS PER IS 9523/2000
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350mm D.I. 90 Degree Bend - 15 No's (87 Kg / No's) , 45 Degree Bend - 5 No's (65 Kg / No's) 22.5 Degree Bend - 4 No's (52 Kg / No's)
1838
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Supply , delivery and fixing of HDPE specials (lining and coated) at site etc., complete as directed by Engineer in charge.
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110mm HDPE Bend
20
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110mm HDPE Tee
2
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Lowering pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers Twad Sor 24-25 Pg No 160
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350mm Dia DI pipe
11000
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Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers Twad Sor 24-25 Pg No 171
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110mm Dia HDPE pipe
2000
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Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials)
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350mm Dia DI pipe
2000
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Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307 2011 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 TWAD Board Officers.
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110mm Dia HDPE pipe
357
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Cutting C.I./D.I Pipes true to axis and filing moothly and finishing the ends complete.Twad Sor 24-25 Pg No 174
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350mm Dia DI pipe
24
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Cutting P.V.C./ HDPE rigid pipes and specials true to axis and finishing the ends complete.Twad Sor 24-25 Pg No 175
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110mm Dia HDPE pipe
22
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Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with orizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work xcavation for fixing vertical posts and finally removing and stacking the aterials safely for further use etc., complete and as directed by TWAD Board officers.
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Less Traffic
1500
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Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus stand and in the Highways etc.) for laying of pipe line sing casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical with horizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as irected by TWAD Board officers. Twad Sor 24-25 Pg No 210
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Busy Street
3200
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Testing of pipes for water supply with hydraulic testing equipment by filling with water (including cost of water @ Rs. 60/KL) 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.Twad Sor 24-25 Pg No 174
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350mm Dia DI pipe
11000
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110mm Dia HDPE pipe
2000
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Supply, Delivery and fixing of DI D/F Gate valves (Soft Seated) resilient seated soft sealing gate valves (sluice valves) with body bonnet of ductile cast iron of grade GGG40 or equivalent grade, 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 vaccum tight and 100% leak proof with face to face dimentions as CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING All the valves should be with electrostatic powder coating both inside and outside with pocket less straight thro' body passage, inside and outside color Blue including Flange/socket and Flange/spicot tail pieces, etc., loading,unloading, Transportation charges and stacking etc. complete as per specifications. All the valves are to be compatible for burried application with pressure rating .
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For isolation/Control
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350 mm Pipe Valve
8
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110 mm Pipe Valve
4
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For Scouring
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250 mm Pipe Valve
2
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Electromagnetic Flow Meter shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in units of (kilolitres/ cubicmeter) and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3m/sec to 4 m/sec and be constructed as follows:Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon steel flanges in accordance with IS 1538. These flanges shall be welded to the flow tube. The internal and external of the meter tube shall be blasted to near white and lined with hard rubber/ Polyurethrene/ PTFE preferably by SBR or EPDM. Meter tube shall have a constant nominal inside diameter offering no obstruction to the flow. The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects Coil Housing shall be fabricated from stainless steel (SS 304) with Anticorrosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for all coils, electrode connections and wiring harness capable of submerged or buried operation with IP 68 protection. Signal Converter shall be pulsed DC coil excitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter.
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The converter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions.The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency output of a maximum of 0-10 KHZ and a scaled pulse output, Communication interface is RS485, HART output, . The microprocessor based signal converter shall have a selfdiagnostic test mode and a backlit display that continuously displays “Rate of Flow” and “Total Volume”. Converter shall be supplied with a programmable low flow drop out Higher flow and empty pipe zero return. The signal converter housing should be die-cast aluminium with glass window. The converter cum transmitter should be fully programmable form the front facia. The programming should be user friendly, self-prompting menu driven. Flowmeter test calibration certificate from FCRI, flow test lab/ NABL accredited lab to be furnished.
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250 mm Pipe Valve
2
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110 mm Pipe Valve
4
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Supply and delivery of C.I. DOUBLE AIR VALVE AS PER ISI 14845/2000 AND WITH 5 YEARS WARRANTY specifications and as directed by the engineers.
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100mm Air Valve for 350 mm Pipe Line
6
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Labour charges for cutting of B.T road or WBM roads for laying of mains and as directed by Engineer in charge.
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B.T. Roads (or) Maccadam road
144
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Concrete Roads
36
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Road restoration
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Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
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110mm Dia HDPE pipe
120
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Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
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110mm Dia HDPE pipe
180
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Construction of Valve Chamber of in Brick work with CM 1:5 mix with RCC Slab 100 mm thick including cost and conveyance of all materials and labour charges to site etc., complete as per Standard specification -Valve Chamber's
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Sluice Valve Chamber - 9No's , Scour Valve chamber - 2 No's & Air Valve Chamber - 6 No's
16
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Construction of Thrust blocks - with RCC M20 Grade concrete Earthwork - excavation and depositing on bank with an initial lead of 10 m and initial lift of 2 m in trenches (Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small boulders and hard gravelly soil) including all charges etc complete., complying with standard specification as directed by Corporation Engineers 'P.C.C 1:2:4 (one cement, two sand and four coarse aggregate) using Sulphate Resistant cement and 20 mm H.B.G stone, RCC M 20 grade using cement and 20 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the Corporation Engineers. Refilling the trenches with suitable excavated earth available in layers of 150 mm thick, watering, ramming & consolidation complete as directed by the Corporation Engineer. Conveyance of excess earth to a distance not exceeding 5 km as directed by the Corporation Engineer including cost of loading, transportation and unloading charges etc
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350mm - 90 Deg Bend
45
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350mm - 45 Deg Bend
15
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Add for Goods and Service tax 18%
1
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