Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date29 Jan 2025
Closing Date24 Feb 2025
Tender Amount₹ 5,22,00,000
AI Insights
Technical
Technical
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Class I contractor and Above.
Bid Capacity
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To determine the bid capacity required, we look at specific financial details. The bid capacity required is related to working capital, which should be sufficient to finance at least 15% of the tender value. The working capital is calculated by adding the amount available in the bank account and the unutilized amount of overdraft/credit facility. The formula can be represented as: Working Capital = Amount in Bank Account + Unutilized Overdraft/Credit Facility, and Required Working Capital = 15% of Tender Value. However, the exact tender value is not provided, so the exact amount of working capital required cannot be calculated. Additionally, there's a mention of an Earnest Money Deposit (EMD) of 1% of the contract value and an additional 1% of the contract value as a security deposit after bid acceptance. For a contract value of 522,000,000 Rupees, the EMD would be 5,220,000 Rupees, and the additional security deposit would also be 5,220,000 Rupees, totaling 10,440,000 Rupees. However, this information pertains to security deposits rather than the bid capacity itself. Since the exact formula or specific details for calculating the bid capacity in terms of the value of the bid are not explicitly provided, the information given does not fully address the query regarding the bid capacity required in terms of the value and formulas for the given tender.
Technical Capacity
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The required prior work experience for the bidder is in the area of UGS/Water/Storm Water Drain. The bidder should have completed works in water supply & UGD, Storm water drain, with a value of not less than 50% of the value put to tender under a single agreement in any one of the preceding three years. The specific details to be provided include type and nature of work, location, name and designation of the employer/owner, value of work, agreement number, stipulated period of contract, date of commencement and completion of work, and reasons for delay in completion, if any. The bidder should have been in the Civil works field for at least the past five years and should have satisfactorily completed works similar to the tender, specifically I & D, Pipe line works in Water Supply, Underground Sewerage, Storm water projects, with a value of not less than 50% of the value put to tender under a single agreement. The similar works should be in the range of 150 mm pipe to 600 mm size pipe of DWC/HDPE/CI/DI, construction of machine hole/manhole, and pumping main of HPDE/CI/DI of 100mm to 600mm. The bidder should have an average annual minimum financial turnover of not less than 50% of the value put to tender in a financial year in the preceding three years. The value of similar works completed should be at least 50% of the value put to tender, under a single agreement in any one of the preceding three years for a Government Department/Board/Government Undertaking. The exact amount is not specified.
Costs
EMD
₹ 5,22,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MAWS_521278_2Tender No
192/2025/SBM1Tender 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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Documents
BOQ Items
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Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil and in Hard stiff clay, stiff black cotton, hard red earth, shales,
murram, gravel, stoney earth and earth mixed with small size boulders SS.20B
1219
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The rates for earth work excavation and refilling for pipe line works having bed width of 1.25m and below on linear measurement basis - Earth work rate for other than loose soil/m PVC/HDPE/GRP + Refilling the trenches with excavated earth (other than sand) in layers and watering, ramming and consolidation as per standard specification etc complete and as directed by Engineer in charge
1219
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Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m inEarth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting.
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Third Depth (3m-4m)
56
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Fourth Depth (4m-5m)
28
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Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers well rammed, watered and consolidated etc. complete complying with standard specification
285
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Removal of excess excavated earth from the site and dumping away from the location.
1532
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Dismantling, clearing away and carefully stacking
materials useful-Dismantling Plain Cement Concrete
232
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Plain Cement concrete in 1:4:8 (one cement, four M. sand and eight aggregate) mix using 40mm ISS hard broken granite metal for foundation and Flooring including dewatering where ever necessary including cost and conveyance of all materials to work site a
364
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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
225
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Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards.
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Below GL & upto 1.5 m
36
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Below GL & beyond 1.5 m
40
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Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards.
488
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Supply and fabrication of steel using TMT rods for all Reinforced cement concrete works including cost and conveyance of all materials and all labour charges for cutting, bending and placing the rod in position and tying up the rods with binding wire an
31930
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Providing Fusion Bonded Epoxy coating not less than 175microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires,touchup material supplied by coating agency,repair work, loading, unloading and strengthening of bent rods etc., complete as per specification and as directed by the Engineer in charge.
7.53
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Supply and erection of steel centering, shuttering for soffits and sides including necessary support strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25x25x3mm for boarding laid over Silver Oak joists
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Up to 90cm
129
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Slab & Beam
3909
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0.00m-3.30m
294
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3.30m-4.30
45
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4.30m-5.30
8
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Brick work in CM 1:3 (one cement & Three Crushed Stone Sand (M- Sand) using ground moulded chamber bricks of size 9"X4 3/8"X 2 3/4" standard specification including finishing, curing, etc., complete complying with standard specification - 100cft
6
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Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC M20 concrete using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed.
6
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Supply, delivery and fixing in position FRC Manhole cover slab with frame of size 0.60 x 0.60 m of approved quality including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification.
43
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Supply and delivery of CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING AND WITH 5 YEARS WARRANTY including tranpotation and fixing charges ect.,
4
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Supply and delivery of CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING AND WITH 5 YEARS WARRANTY including tranpotation and fixing charges ect.
2
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Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification.(MS Screen and covergrill)
166
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Supply and delivery of Sluie gate single face cl-1 cost of material transporting and fixing charge ect., completed as per std specification-Size of Gate-1000 x 1000
3
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Supply and delivery of Sluie gate single face cl-1 cost of material transporting and fixing charge ect., completed as per std specification-Size of Gate-1200 x 1200
1
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Manufacture, Supply and Delivery of DI D/F Slanted seat Swing Check Valve. Body of ductile cast iron of Grade GGG 40 or equivalent grade and disc of ductile cast iron GGG 40 or
equivalent grade with fully encapsulated EPDM rubber, where both faces can be used.
Electrostatic epoxy powder/liquid coating (EP-P) inside and outside color blue RAL 5005 with minimum coating thickness of 250 microns. The EPDM rubber & Epoxy Powder should be
approved by W 270. (EP-P) it is a resi-coat powder approved for drinking water application,
applied through fusion bonding process by dipping the shot-blasted casted components
heated up to 200 deg C). Face to face dimensions as per EN558-1, series 48 and flange
connections as per EN 1092-2/IS 1538 and with 5 years warranty
4
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250 mm Dia Pipe
2
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PVC Mould CI steps for sump
38
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Supply and delivery of submersible centrifugal sewage non-clog pumps, vertical spindle type pump , wear resistance with submersible motor for the various duty conditions. Pump shall be capable of handling min 100 mm solid size with sewage specific gravity of up to 1.05. Pump shall be of robust construction, Liquid passages shall be finished smooth and designed as to allow free passage to solids. Pump Impeller should be of Non-clog semi open type , single vane /multi vane preferably contra bloc or vortex impeller design. Double mechanical seal with silicon carbide faces should be provided to protect the motor from ingress of sewage along the shaft. The critical speed of the rotor shall be at least 30% above the operating speed. Pumps should have double bearings between the pump & motor. The bearings life shall be minimum 100,000 hrs of operation with greased for life. Pump should be provided with automatic coupling device including pedestal, duck foot bend, stainless steel guide pipe or related accessories of suitable size to facilitate lifting and lowering into guide rails for easy maintenance. Pump shall be provided with a stainless steel lifting chain conforming to BS 970 Gr 304. Pump speed shall be of 9600 rpm for high duty pumps and 960/1450 rpm for low duty pumpsets. Casing and impeller should be of CI Gr. FG 260:IS210 more preferably with hardened impeller.Shaft should be of stainless steel AISI 410. All the fasteners and bolts shall be of AISI 410.The submersible motor shall be operated with 3ph, 415 V(+or– 10%), 50Hz(+or-5 %) dry induction type. Motor shall be capable of giving rated output without reduction in the expected life span when operated continuously. The rotating assembly shall be dynamically balanced as per standards. The starting current of the motor shall not exceed 200% of rated full load current for Star / Delta or ATS starting under any circumstances .The motor shall be suitable for full voltage star delta / ATS starting. The locked rotor current of the motor shall not exceed 600% of full load current unless otherwise specified. Motor shall be designed to withstand 120% of rated speed for two minutes without any mechanical damage, in either direction of rotation. The motor vibration shall be within the limit specified in applicable standards . Motor should be of IE2, explosion proof compatible for VFD operation together with star-Delta /ATS starter, protection against increase in stator winding temperature (15 deg Celsius), bearing temperature, leakage in the stator housing and terminal box shall be provided and to be suitably interlocked with the control panel for tripping the pump in case of increase in temperature beyond set limit. Insulation class shall be of “Class H” and degree of protection shall be of IP 68 as per IS 4691. Motor shall be suitable for continuous operation in fully submerged or partially submerged condition.The pumpset shall be supplied with power cable of PVC insulated and PVC sheathed, copper, flexible, round type with required conductor size and number of cores as per starting method and of specified length for continuous use under water and air. The control cable of PVC insulated, PVC sheathed, flexible for stator winding temperature sensor 3core x 1.5 sq.mm copper conductor and for bimetallic switches 2core x 1.5 sqmm copper conductor shall be provided. Motor shall be supplied with 10m of round submersible copper cable of suitable size. The non clog submersible pumpset shall be provided with suitable starter control panel having all protections as mentioned above. (upto 5 HP - DOL Starter, above 5 HP to 25 HP -Star Delta Panel and beyond 25 HP shall be ATS)
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71.78 lps x 9m Head (1W+1S)
2
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25.54 lps x 7 m Head (1W+1S)
2
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152.56 lps x 8 m Head (1W+1S)
2
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Refilling as per IS specifications and as directed by the engineers for the following sizes in metres,as per drawing.
3357.6
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Supply & delivery of following sizes of HDPE PIPES confirming to IS 4984/2016 - PN 6
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225mm Dia HDPE pipe
1400
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400mm Dia HDPE pipe
1200
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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
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225mm Dia HDPE pipe
1400
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400mm Dia HDPE pipe
1200
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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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225mm Dia HDPE pipe
234
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400mm Dia HDPE pipe
200
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Cutting P.V.C./HDPE rigid pipes and specials true to axis and finishing the ends complete.
-
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225mm Dia HDPE pipe
14
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400mm Dia HDPE pipe
12
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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 using 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 directed by TWAD Board officers.
1820
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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.
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225mm Dia HDPE pipe
1400
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400mm Dia HDPE pipe
1200
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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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225mm Dia HDPE pipe-90 deg bend
2
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225mm Dia HDPE pipe-90 deg Tee
2
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400mm Dia HDPE pipe-90 deg Bend
3
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400mm Dia HDPE pipe-90 deg Tee
3
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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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225mm&400mm dia HDPE PIPE
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B.T. Roads (or) Maccadam road
281
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Concrete Roads
71
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GST18%
1
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