Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Transportation and Logistics
Eprocure
Opening Date7 Feb 2025
Closing Soon24 Feb 2025
Tender Amount₹ 6,65,00,000
AI Insights
Technical
Technical
Class Of Bidder
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Class I contractor and above.
Bid Capacity
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The bid capacity required in the given tender is as follows: - The Applicant 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.
- Working capital should be sufficient to finance at least 15% of the value put to tender. Working capital will be calculated by adding the amount available in the bank account of the applicant on the date of submission of application and the unutilized amount of overdraft / credit facility extended to the applicant by the Nationalized / Scheduled banks. Formula for working capital: Working capital = Amount available in bank account + Unutilized amount of overdraft/credit facility. Additionally, the Earnest Money Deposit (EMD) is required to be furnished by the bidder, which is 1% (rounded off to the next ten rupees) of the contract value of the work put to tender. The EMD should be in the form of a Banker's cheque or Demand Draft. Formula for EMD: EMD = 1% of contract value (rounded off to the next ten rupees)
Technical Capacity
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The required prior work experience for the bidder is having satisfactorily completed I & D / Pipe line works in WS / UGD of not less than 50% of the value put to tender under a “single agreement” in any one of the preceding past 3 years for Government Department/Board/Government Undertaking. The bidder should have completed works such as Interception and Diversion (I&D), pipeline works in Water Supply, Underground Sewerage, and Storm water projects, involving pipeline sizes from 150 mm to 600 mm. The completed works should be of 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 bidder should also 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 exact amount is not specified.
Costs
EMD
₹ 6,65,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Interception And Diversion Works For Pernambut Municipality
Description
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Contact
Tender Id
2025_MAWS_523439_1Tender No
843/2024/E1Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
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Documents
BOQ Items
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Second depth -(2m-3m)
199
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third Depth(5m-6m)
70
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Supply and Delivery of the following pipes for laying sewers -HDPE PIPES - PE 100 AS PER IS 4984/2016 (Pre-Compunded Resin)
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225mm HDPE Pipes
330
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400mm HDPE Pipes
5400
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500mm HDPE Pipes
100
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Lowering of HDPE Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the TWAD Officers
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225mm HDPE Pipes
330
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400mm HDPE Pipes
5400
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500mm HDPE Pipes
100
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Jointing HDPE pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials)-
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225mm HDPE Pipes
60
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400mm HDPE Pipes
982
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500mm HDPE Pipes
19
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Cutting HDPE rigid pipes and specials true to axis and finishing the ends complete
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-
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225mm HDPE Pipes
7
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400mm HDPE Pipes
108
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500mm HDPE Pipes
2
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Cutting HDPE rigid pipes and specials true to axis and finishing the ends complete
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225mm HDPE Pipes
330
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400mm HDPE Pipes
5400
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500mm HDPE Pipes
100
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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 horizontal 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 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
3498
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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 department
1166
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Labour for cutting open road for laying water mains or sewer.including cost of labour charge etc complete directed by department office
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B.T. Roads (or) Maccadam road
439
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Concrete Roads
189
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Supplying and filling in foundation and basement with M-sand in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
10
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Disposal of surplus earth including loading and conveyance within a distance of 5 km (basic cost of earth is zero) including loading charges and Conveyance Charges of 5 kms distance.
1271
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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
17
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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
418
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Plain Cement Concrete 1:2:4 (one cement, two fine aggregates 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, etc
418
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Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement-
7437
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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.
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For Air Valve -400mm mm Main Size - 200mm
8
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For Gate Valve - 225mm Main Size - 225mm
2
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For Gate Valve - 400mm Main Size - 400mm
2
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For Gate Valve - 500mm Main Size - 400mm
2
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Supply and delivery of C.I. DOUBLE AIR VALVE AS PER ISI 14845/2000 MARKING AND WITH 5 YEARS WARRANTY including tranpotation and fixing charges ect.
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For Air Valve -400mm mm Main Size - 200mm
1
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Supply , delivery and fixing of CI D/F SPECIALS & S/S SPECIALS AS PER IS 1538/1993 at site etc., complete as directed by Engineer in charge. - 5% of Total Valve Supply Cost-
185
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SPECIALS FOR HDPE PIPES AS PER IS 8360/1977/Part I(Reaffirmed 1992) Part II and III (Reaffirmed 2002
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225mm HDPE Pipes - 90Deg
2
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225mm HDPE Pipes - Equal TEE
1
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400mm HDPE Pipes - 90Deg
2
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400mm HDPE Pipes - Equal TEE
1
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500mm HDPE Pipes - 90Deg
2
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500mm HDPE Pipes - Equal TEE
1
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SPECIALS FOR HDPE PIPES AS PER IS 8360/1977/Part I(Reaffirmed 1992) Part II and III (Reaffirmed 2002
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225mm HDPE Pipes - 90Deg
3
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225mm HDPE Pipes - Equal TEE
2
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400mm HDPE Pipes - 90Deg
2
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400mm HDPE Pipes - Equal TEE
3
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500mm HDPE Pipes - 90Deg
2
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500mm HDPE Pipes - Equal TEE
2
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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
74
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Below GL & beyond 1.5 m up to 4.5m
38
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Supplying, fabricating, erecting structural steel work for roofing welded or bolted type using MS channels, angles, plates and round bars etc. conforming to IS specification including primer coating and enamal painting as per Design given by the departmental officers etc, complete as per standard specification
8960
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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.
5.04
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Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
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Up to 90 cm
142
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Up to 180 cm
93
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Plain surface
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0.00m to 3.30m
404
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3.30m to 4.30m
76
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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.
8
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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
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D/F NON RETURN VALVE150 mm
8
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Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT
9
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Supply and delivery of PVC Mould CI steps for sump cost of materials transportation and fixing charges ect.,completed as standard spcifiacation.
53
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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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Flow 91.49 LPS x Head 1m (Discharge-300 to 400m3)
2
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Flow 24.81 LPS x Head 7m(Discharge-20 to 100m3)
2
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Flow 111.35 LPS x Head 13m(Discharge-400 to 500m3)
1
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Flow 182.56 LPS x Head 13m(Discharge-600 to 700 m3)
1
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Supplying, fabricating, erecting structural steel work for roofing welded or bolted type using MS channels, angles, plates and round bars etc. conforming to IS specification including primer coating and enamal painting as per Design given by the departmental officers etc, complete as per standard specification
158
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GST 18%
1
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