Department Of Local Administration Tender
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Department Of Local Administration - DLA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date31 Jan 2022
Closing Date10 Feb 2022
Tender Amount₹ 12,13,274
Costs
EMD
₹ 24,265Document Cost
₹ 525Tender Fee
Refer Documents
Summary
Augmentation Of Water Source System At Kalitheethalkuppam East
Description
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Contact
Tender Id
2022_DLA_9186_1Tender No
MCP/e-Tenders/001/2021-22Tender Authority
Department Of Local Administration ViewPurchaser Address
-Website
http://http://www.dla.go.th/en/
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Documents
BOQ Items
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Code No.31.160.1G Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (1 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends, tees, threaded pieces, couplers,reducer, endcaps etc.,complete all as per IS and CPWD specification. - 75mm dia.
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Code No.31.170.1F Providing and fixing in position UPVC moulded female threaded adopter (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -90 x 75mm dia
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Code No.31.273.1C Supplying,fixing and lowering into the borewell the GI pipes of medium class (TATA,TNT,Nezone,Apollo,Zenith) which are to be connected to the submersible pump,including labour charges,jointing materials etc.,complete.-80 mm dia
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code No.31.5.1A Making connection of UPVC distribution branch with UPVC main of following sizes by providing and fixing tee including cutting the pipes etc., complete - 63mm dia to 90mm dia nominal bore.
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Code No.31.280.1C Supplying of 3 phase, 415 volts, 50 cycles, 0.8 power factor for electric starting diesel generator comprising the following units: (Krloskar/Leyland/Ruston/GreavesCotton /Cummins make) air cooled and shall be of multi stroke, multi cylinders, cold starting, developing not less than 65 BHP under normal temperature and pressure. The engine shall conform to I.S. 10002 with latest amendments. It shall be capable of taking 10% over load for one hour in every 12 hours of continous operation including 6 Nos. of anti vibration pads.The engine shall be complete with the following accessories:Electrical starting provision, engine cooling fan, fuel and lubricating oil filters, oil bath, air filter, lub oil pressure gauge 140 litres capacity fuel tank mounted with engine, hour meter withexhaust manifold, flexible pipe, 12 /24 volts electric starting equipment complete with starter, alternator and one 12 volts with 19 plates battery of make AMCO/STANDARD/EXIDE/DAGANITE (with Guarantee cards) of adequate capacity and low lubricating oil pressure/high temperature varying engine shut downdevices.The Acoustic enclosure shall havethe following: Acoustic enclosure shall bepowder coated and fabricated out of 16 SWGCRCA MS sheet. The silent canopy shall beof nut bolt type construction. Powder coating is done after seven tank surfacepreparation process of sheet metal. Canopy panel and doors shall have inside lining of FIRE-RETARDANT foam/Rock Wool as acoustic material .Four hinged doors shall be provided to canopy, one door shall have glass window for control panel.Base frame is fabricated either in ISMC channel or in sheet metal. The base frame is rugged in construction and designed for mounting engine and alternator, with cross members mounted on AVM. The base frame shall have provision for mounting of acoustic enclosure and it is having provision of lifting hook for convenient lifting of complete set, i.e. along with canopy, engine and alternator.Fuel tank shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame. It is duly painted and fitted with inlet and outlet connections of suitable capacity.The Acoustic enclosure shall be Type test approved as per CPCB norms. The average sound level, when measure in green field condition (ISO m3744 OR 8528 PT 10) at 1-meter distance from all four sides shall be less than 75-dBA average or as per CPCB norms. The average stabilized hot air temperature rise with in the canopy is maintained with in 10 C over and above ambient temperature.Acoustic enclosure is suitable for Outdoor / Indoor installation. Lockable doors shall be provided. Lockable fuel filling arrangement to be provided external to the canopy. Residential Silencer is housed in the canopy. The exhaust gasses shall be taken out through a suitable flexible pipe to prevent any back pressure on the engine.Base frame sturdy, fabricated welded construction, channel iron / sheet metal base frame for mounting \ the above engine and alternator.Standard Tools and Spares:Double ended spanners complete set (small and big size sets) - 12 Nos. (TAPARIA/GEDORGE/EVEREST make)Screw driver (30cm long) Taparia make .Screw driver (45cm long) Taparia make .Cutting plyer.Diesel filter with elements - 2 Nos.Oil filter with elements - 1 No.All the above accessories with complete set.AlternatorThe alternator shall be of Crompton/ Kirloskar / Stamford/ELGI make, self excited, self regulated, screen protected, drip proof alternator with static excitation system capable of developing 50KVA at 0.8 power factor 415 volts, 3 phase, 50 cycles, generally conforming to I.S.4722 under normal condition, the voltage regulation will be plus or minus 5% of rated voltage. It shall be with end shield/ball roller bearings omplete.Control PanelA wall/pedestal mounting (cubical type) fabricated sheet steel construction suitable for manual operation, rated for system output incorporating the following devices/instruments. The panel is made of 1.6mm sheet with one/two hinged front door, bolted back totally enclosed and vermine proof. It shall be with all electrical connections and internal copper wiring with proper color codings for internal wiring. All control equipments and indicating instruments shall be mounted on the control panel. The control panel shall have the following equipments :1 No. Amps/Volt/Frequency meter (96mm x 96 mm) 3Nos. of suitable current transformers2 Nos. of suitable selector switches for voltmeter and ammeter main switch rotary type on/off pilot lamp (Standard make).1 No. input terminal board.1 No. out put terminal board1 No. Kilowatt hour meter (62.5 KVA and above)1 No. MCCB of suitable capacity (L&T/CROMPTON make)-50 KVA / 40 KW Generator set (Air cooled)
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Code No.31.263.1 Making earth pit of G.I pipe for earthing in earth pit with 40 mm dia. G.I pipe medium class of length 3.05m perforated with 46 nos of 12 mm dia. holes, pipe lowered in bore holes of 150 mm dia and filled in with charcoal and salt in alternative layer of 300 mm , the top of G.I pipe shall be clamed earth pit shall be provided with 60 cm dia precast ring with 60 cm depth alround , covered with RCC precast slab etc. as per IE standards
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Code No. 31.281.1B Providing and fixing of suitable M.S. exhaust pipe including 2 Nos. of M.S. bends (long), 7 Nos. of M.S. flanges, M.S. pipe Class B – 5 Rm as flexible exhaust pipe. The rate is inclusive of transportation charges for shifting of welding machine and gas cutting set to site, consumption of welding rod 10 SWG and cutting gas, providing fasteners of 10mm bolts / nuts / washers and flange gaskets including labour charges etc. as per IE standard.-80 mm dia exhaust pipe (From 50 KVA to 100 KVA)
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Code No. 31.282.1 Providing and laying of aluminum cladding with 50 mm thick glass wool slab with chicken mesh and covered with 24 SWG aluminum sheet (the rate includes double calculation for flanges & bends) as per I.E. standards
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Code No.31.267.1A Supplying and fixing of copper flat (25 x 3mm) for earthing arrangements including bolts and nuts etc.
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Code No. 31.259.1D Supplying of 3.5x95 sqmm underground cable (Paragon/suncab/Empire) complete.- suitable for (60HP to 5HP pumpset)/(above 40KVA to 75KVA Genset).
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Code No. 31.260.1C Laying of UG cable and providing termination of cable joint with suitable cable gland, cable socket etc., complete - 3.5x95 sqmm cable.
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Code No. 31.283.1 Providing and fixing of fire safety equipments comprising 1 No. of 4.5 kg of CO2 fire extinguisher 1m x 2m x6mm thick rubber mat shock proof of superior quality with two numbers of 10 litres capacity fire buckets (red colour) with M.S. stand arrangements etc.
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Code No. 31.284.1A Providing and fixing of 4 pole change over switch of STANDARD/ HAVELLS/ KUNDAN/GEM make including M.S. frame as per I.E. standard.-100 Amps (upto 50 KVA)
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Code No. 31.285.1A Charges for transporting, erection, testing and commissioning of generator set excluding foundation, but including mechanical and other unskilled wages for installation of equipment, wiring from generator set to panel board and change over switches, handling charges, purchase of spares if any required for the installation and commissioning, the cost of fuel and other materials for a trial run of 6 hours. This rate also includes for testing and commissioning of generator set as specified, obtaining approval of Central Electricity Authority (CEA), payment for CEA inspection / License fees or any other charges and fulfilling other requirements and conditions laid down by CEA-From 30 KVA to 50 KVA.
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Code No. 33.27.15 Supplying and fixing electronic type battery charger unit for energizing the genset including charging indicator lamp, AC&DC fuses ,AC supply ON & OFF control DC output MCB, automatic float/booster charger rating 12V-15Amps Capacity etc., complete.
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Code No.2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth , lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.- All kinds of soil.
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Code No : 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m.
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Code No : 30.7 Suplply of quarry rubbish stacking to departmental gauge for premeasurement and spreading required thickness
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Code No : 4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:5:10 (1 cement:5coarse sand : 10 graded stone aggregate 40mm nominal size)
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Code No : 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand : 4 graded stone aggregate 20mm nominal size)
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Code No : 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement -All work upto plinth level : 1:1.5:3 (1 cement : 1 .5 coarse sand : 3 graded stone aggregate 20mm nominal size)
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Code No : 5.2.2 Reinforced cement concrete work in walls (any thickness) , including attached pilasters, buttresses , plinth and sting courses , fillets , columns , pillars ,piers , abutments , posts and struts etc. upto floor five level excluding cost of centering , shuttering , finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)
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Code No : 5.3 Reinforced cement concrete work in beams,suspended floors , roofs having slope up to 15degree landings , balconies , shelves , chajjas , lintels , bands , plain window sills ,staircases and spiral stair cases upto floor five level excluing the cost of centering ,shuttering, finishing and reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
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Code No.5.9.1 Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete
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Code No : 5.9.3 Centering and shuttering including strutting , propping etc and removal of form for - Suspended floors , roofs , landings , balconies and access platform
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Code No : 5.9.5 Centering and shuttering including strutting , propping etc and removal of form for - Lintels , beams , plinth beam
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Code No.5.9.6 Centering and shuttering including strutting , propping etc and removal of form for - Columns , Pillars , Piers ,Abutments , Posts and Struts
23
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Code No.5.22.6 Steel reinforcement for R.C.C.work including straightening , cutting , bending, placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (TISCON / VIZAG / IISCO / SAIL / JSW) Fe - 415 or more
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Code No : 6.1.2 Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 7.5 in foundation and plinth in - cement mortar 1:6 (1 cement : 6 coarse sand)
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Code No : 6.4.2 Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in - cement mortar 1:6 ( 1 cement : 6 coarse sand)
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Code No : 9.165.1A Providing and fixing of 65mm Godrej Navtal lock of 6 levers etc complete
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Code No: 10.16.2 Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc. complete. Hot finished seamless type tubes.
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Code No : 10.25.2 Steel work welded in built up sections / framed work , including cutting,hoisting,fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in gratings, frames, guard bar, ladder, railings, brackets,gates and similar works
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Code No : 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc .complete - 40mm thick with with 20mm nominal size stone aggregate
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Code No : 12.50 Providing and fixing pre coated galvanised iron profile sheets(size, shape and pitch of corrugation as 0.5mm(+0.05%)total thickness (TCT),zinc coating 120gsm as per IS : 277 in approved ) 0.05mm 240 mpa mm steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard flim of 25microns minimum to avoid scratches while transportation and should be supplied in single length up to 12m or as desired . The sheet shall be fixed using self drilling / self tapping screws of size (5.5x55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and GI limpet washers or with GI limpet washers filled with white lead complete up to any pitch in horizontal / vertical or curve surfaces excluding cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
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Code No : 12.51.1 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50mm + or- 5% total coated thickness (TCT), zinc coating 120 gsm as per IS:277 in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling / self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G I seam bolts and nuts, G I plain and bitumen washers complete: Ridges plain (500 - 600mm).
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Code No : 13.4.1 12mm cement plaster of mix cement mortar 1:4 (1 cement : 4 coarse sand)
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Code No : 13.5.1 15mm cement plaster on rough side of single or half brick wall of mix - 1:4 (1 cement :4 coarse sand)
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Code No : 13.52.1 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer specifications including appropriate priming coat, preparation of surface, etc. complete - On Steel work.
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Code No : 13.60.1 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade - Two or more coats on new work.
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