Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Excavation
Eprocure
Opening Date4 Feb 2025
Closing Date28 Feb 2025
Tender Amount₹ 5,40,00,000
AI Insights
Technical
Technical
Financial
Bid Capacity
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The bid capacity required can be represented by the formula: Assessed Available Bid Capacity = [A*N*1.5 - B], where A is the maximum value of civil engineering works executed in any one year during the last three financial years, N is the number of years prescribed for completion of the works, and B is the value of existing commitments and on-going works. Additionally, the average annual turnover during the last 3 financial years should be at least 80% of the value put to tender. However, since the exact values for A, N, and the value put to tender are not specified, the bid capacity required cannot be determined with a specific value.
Technical Capacity
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The bidder should have similar nature of work experience in execution and commissioning of Sewerage System of capacity 1 MLD under any scheme in any one year during the last 5 years preceding to 2022-23. They should have Minimum aggregate experience of 1000 m length Pipe laying work during the last 5 years, including supply, laying, jointing, and testing of pumping main of any size of same materials. The bidder should also have experience in supply, installation, and commissioning of at least one 10 HP capacity of pump set during the last 5 years. The bidder should have experience in civil work execution under any scheme for a value of not less than 25% of the value put to tender in one single assignment in any one year during the last 5 years preceding to 2022-23. The average annual turnover during the last 3 financial years should be at least for a value of not less than 80% of the value put to tender. The bidder should have satisfactorily completed at least one civil work with a value of at least 25% of the value put to tender in a single contract in the last five years. The bidder should also have minimum similar nature experience, having constructed and commissioned a sewerage treatment plant at least one secondary stage/industrial wastewater treatment plant of capacity not less than 1 MLD. The net worth should be at least 10% of the value put to tender. The bidder should have completed at least two works of similar nature and magnitude to the work to be sublet during the last 5 years. The value of sub-contracted work under any such sub-contract shall not exceed 15% of the contract value, and the total sub-contracted work shall not exceed 60% of the contract value.
Costs
EMD
₹ 5,40,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Constructionof Interception And Diversion Work Iandd To The Stp In Thiruvathipuram Municipality
Description
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Contact
Tender Id
2025_MAWS_522721_1Tender No
178/2023/E1-2Tender 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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Supplying and filling the basement with Good Earth filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification.
103
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Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
440
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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
457
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Plain cement concrete 1:2:4 mix (One cement two sand and four aggregate) using 20mm ISS metal including mixing, laying, consolidating, curing cost and conveyanc of all materials to site and all labour charges etc., complete as per standard specification
2175
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Providing and laying in position (SRC )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.
69
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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. Upto 90 cm
15348
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Upto 3.2cm
439
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Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.
14301
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Providing 12 mm thick cement plaster in one coat in external surface with 1:5 cement mortar mixed including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge.
3281
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Providing 20 mm thick cement plaster in one coat in 1:4cement mortar mixed with water proofing agent , including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge.
948
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Supplying and fixing in position best quality P.V.C soil/ waste pipes (6KSC) of various sizes having ISI mark and providing leakproof joints including fixing to the wall with P.V.C/ M.S clamps etc., and making connection to all sanitary fittings, dismandling masonry/R.C.C. works wherever necessary and making good the dismandled portion to the original condition, complying with standard specifications.
136
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Supply and Delivery Fabrication of MS doors and windows with outer frame and shutter frame in MS angle of size 40mm x 40mm x 6 mm with MS flat 25mm x 25mm x 6mm and MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over coat of red oxide including cost of angles, plates, sheets, fabrication charges, cost of hold fast and transportation charges etc., complete. Fully paneled single leaf door size 1.00 x 2.00mm
6
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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 Impell current unless otherwise specified. Motor shall be designed to withstand 120% of rated speed for two minutes without any mechanical damall 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)
14
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Labour for cutting open road for laying water mains or sewer. Including all charges etc completed as directed by departmental officer BT Cutting SOR WD-W0739 pgno:195
146.39
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CC Cutting SOR WD-W0740 pgno:195
46
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Earthwork excavation for pipeline work other than loose soil loose with bed width less than 1.25m and depth not more than 2.0 m, the quantities may be worked out seperately .140mm HDPE pipe (SOR WD-W0707 pgno:192)
4309
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Refilling with excavated earth for pipeline 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 140mm HDPE pipe (SOR WD-W0707 pgno:192)
4309
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Supply and delivery of HDPE pipes (Sewage Pipes) of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 10 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Engineer in charge is necessary before use.) TWAD 24-25 WD-M0230 pgno:15 140mm HDPE PIPE
4309
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Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the department engineers (SOR WD-W0431 Pg.no . 171)140mm HDPE PIPE
4309
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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 Engineers.(SOR WD-W0621 Pg.no . 184) 140mm HDPE PIPE
250
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Testing of HDPE 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.upto 100mm (WD-W0460 Pgno:173)
4309
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GST 18%
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