Automotive Research Association Of India Tender
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Automotive Research Association Of India - ARAI Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date27 Jun 2023
Closing Date28 Jul 2023
Tender AmountRefer Documents
Costs
EMD
₹ 4,60,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_ARAI_759622_1Bid Award Id
ViewTender No
ID-1614-PR-60002833Tender Authority
Automotive Research Association Of India ViewPurchaser Address
-Website
http://https://www.araiindia.com/home
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Documents
BOQ Items
Supply, installation, testing and commissioning of Main pump control panel. It shall be installed on pontoon at dam. Control panel shall be suitable for Outdoor application as per IEC 60439, IP 55 compliant, CPRI with ERDA/ARAI test report. Self-supported canopy shall be provided for panel. It shall have provision for all necessary hardware for two submersible pumps. Panel shall have provisions to provide all safety interlocks like dry run, over load, under current, single phase protection, etc. for safe and proper working of pumps. Complete automation is required to operate pump as per logic below,
a. Auto changeover facility in case failure of one pump.
b. Auto start and stop as per levels of raw tank installed at ARAI plant. (optical fiber connectivity)
c. Dry run protection
d. Run time equalization of both pumps
e. ON/OFF/Trip status on local as well as remote panel.
f. manual operation shall be provided in case of failure of automation.
g. Manual start/stop buttons for both pumps shall be provided.
h. All necessary converters for optical fiber connections and communication to be provided by bidder.
i. All necessary electrical power and control cabling to be provided by bidder, as per specifications provided by OEM
1
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Supply, installation, testing and commissioning of Remote control panel. It shall be installed at pump house inside ARAI plot. It shall be provided with HMI for following functionality,
1. Displaying ON/OFF/TRIP status of pump
2. Level indication of all tanks (fire, domestic) inside pump house
3. Running hours of pumps, 4. water meter flow, totalizer flow received from electromagnetic water flow meter
4. provision for manual start/stop of pumps from pump house in ARAI plot
1
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Supply, laying, Testing, Comissioning of make Ductile Iron (DI) Pipes, of K-9 class, with internal cement mortar lining and external Zinc coating with finishing layer of Bitumen; manufactured, tested and duly marked in strict accordance with and conforming to IS:8329 (latest version); suitable for push on jointing, along with K-9 Class and inclusive cost of jointing materials, Rubber gasket of EPDM Quality confirming to IS 5382 (latest version), Socket / Spigot End, For 7 Kg/cm2 Working Pressure, along with all necessary DI fittings confirming to IS 9523 (latest version) like Elbow, Tee, Mechenical joints, Coupling, Socket, Flanges etc Size: 100 NB with wall thickness 4.4 to 6 mm.
Make: Srikalahasthi/Jindal Saw/Saint-Goben/Tata Metaliks
1600
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Hydraulic testing of pipe line mentioned above to specified pressure of around 10 kg/cm2, including cost of all materials and labour, and water for testing for specified length including cutting, placing end cap, making arrangement for filling water, using pressure pumps which should be able to provide specified test pressure, pressure gauges and other necessary equipments, operation charges, etc. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor.
1
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Supply, laying, Testing, Comissioning of HDPE Pipes confirming to IS 4984 (latest version). HDPE pipes shall be shall be laid in accordance with the latest IS 7634 Part-2 (latest version). All necessary electrofusion fittings shall be provided. Joints shall be made by heating to the ends of pipe with the help of tefflon coated electric method heater to the required temperature and then pressing the ends together against each other, to form a monolithic and leak proof joint by thermosetting process. The pressing may be required to be done with Hydraulic jacks including butt fusion machine & electrofusion etc. Cost shall include all material and labour cost for necessary work. Pipe floats shall be provided on HDPE pipes wherever it is laid on water surface. Pipe floats shall be installed as per OEM guidelines. Pipe floats shall be non slip fit. All necessary hardware for float installation shall be SS. Size: 110 mm outer diameter Pipe, PE-100 type, PN-16, with minimum thickness 10.1 mm
500
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Supply, installation, testing and commissioning of Ductile Iron (DI) /Spheroidal Graphite (S.G.) iron single /Double chamber tamper proof air valve with isolating valve. Valve shall be conforming to IS 14845/ BS EN 1074-4, Pressure rating: PN 10, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. (Size:-50 mm dia with double orfice)
3
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Supply & Installation of Flange end DI body resilient Gate Valve PN1.6 epoxy coated with ssp & Hw of Size 100 NB conforming to IS-14846 with Matching flanges & nut bolts, gaskets, nutbolts etcas per technical specifications in tender documents.
3
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Supply of Double flanges Manually operated glandless, sluice Valves, resilient seated with straight pocket less body passage with inside stem screw. Inside and outside epoxy powder coated(EP-P) with minimum thickness of 250µ. Specs. as under Body & Bonnet : Ductile Iron to IS 1865 Gr. 400/12(GGG – 40) ,Wedge : Ductile Iron to IS 1865 Gr. 400/12(GGG – 40) fully vulcanized with EPDM Rubber Gr W 270 , Stem Seals : NBR ‘O’ rings in Bronze Bush ,Stem : Stainless steel to 1.4021/IS 6603, Stem nut : Brass , Body, Bonnet Gasket : EPDM. (Size:-100 mm dia) (Make: VAG,AVK,Bayard make)
1
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Supply and installation of flange end DI body swing type NRV PN1.6 conforming to IS-5312 with Matching flanges & nut bolts,gaskets etc. as per technical specification in tender documents.
2
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Supply, installation, testing and commissioning of Electromagnetic flow meter (EMF) for row/ pure water with accuracy 0.5% of measured value and protection as per given specifications for size 100mm, Including sensor, transmitter, surge arrestor, 25 mtere sensor/transmitter cable, GI duct of suaitable size for 25 mtrs/each flow meter including pipe cutting, levelling and installation of flow meter in pipe lines with necessary tool tackles etc. as may be required at site and based on technical specification etc. as per attached with 10 years battery back-up.with data logger. Meter shall also output signal compatible with PLC. Calibration certificate required at the time of handover.
This meter shall be installed at common header of pump discharge on pontoon. Data like flow of water and totaliser flow shall be communicated and displayed at remote panel at pump house.
1
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Supply, installation, testing and commissioning of Mechanical type water flow meter gear type for pure water size 100 mm with self cleaning wiper for glass cleaning. Calibration report of same to be submitted at the time of handover. This meters are to be installed at pontoon and pump house inside ARAI plot
2
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SITC of 6 Core, Single jacket/single mode, armored, gel filled type, fiber optic cable, loose tube (Multi tube) construction, provided with FRP (Fiber Reinforced plastic) Rod as strength members and outer HDPE jacket with sequential length marking suitable for direct burial cable/Outdoor ducts with minimum specifications as given below conforming to ITU-T recommendation G-652 to be provided, make- D link/systimax. Cable is to be laid underground along side DI piping. Cable is to be laid in 1 inch HDPE heavy duty pipe conduit for protection. HDPE confirming to IS14333-1996 (PE-25 type PN-12.5 with minimum thickness 2.3 mm) make- Amtron/duke
2200
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SITC of Fiber Enclosure Box (with Termination) at location identified by engineer-in-charge. Box shall be suitable for installation inside underground chambers. Box shall be of IP 67 rating.
4
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Earth work in excavation by Manual or Mechanical means in Soft Soil with Hydraulic excavator/ manual means over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan including taking out and disposal of excavated earth any lead & lift upto with in premises etc completed.
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All kind of Soil, & Soft Rock & WBM/Bitumen
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Depth 0 to 1.5 m
1100
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Depth 1.51 to 3m
550
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Hard Rock
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Depth 0 to 1.5 m
400
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Depth 1.51 to 3m
350
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations, etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, for a all lead and all lift etc completed.
1920
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Disposing off excess or unwanted material from excavation out side the plot area at a location pre approved by LOCAL LEGAL AUTHORITY , at any lead ,as directed by the Engineer from time to time, including stacking ,spreading or leveling etc. complete ,including obtaining written approval of the respective land owner for such disposal and indemnifying owner , including payment of Royalty to Government and producing the receipt for record of the Owner ,and indemnifying Owner for any claim in future for short payment of Royalty etc. Measurement to be based upon Loose volume carted away by mechanical means such as Truck /Dumper.
700
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Supplying and filling sand bedding of thickness minimum 100 mm in trench for coushioning of arround the underground DI pipes
160
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Providing and constructing as per detailed drawing inspection Valve chamber of size 900mm x 600mm in 230 mm thick Brick Masonry wall and 12 mm thick plaster in cement mortar 1:6 on internal face including 250 mm minimum thick foundation and 150mm thk coping in M15 concrete at top, plastering and cement rendering channels and sloping bottom, RCC manhole cover with frame complete including installation of C.I. steps at 300mm c/c, openings for inlet and outlet pipes, excavation and backfilling, dewatering etc. complete (Including RCC manhole cover, frame and CI steps) etc complete as directed by Engineer-in-Charge for any depth (Max-2 mtrs) cover Makes: Everest/Deccan/KK
6
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Providing and laying NP2 Class RCC hume pipes size 300 NB with collars all conforming to IS:458 and laid on concrete bedding as per IS:783 including jointing the pipes with hemp and stiff mix of cement mortar 1:2 including testing etc. complete as directed by Engineer In Charge. (Necessary earthwork and concrete work to be paid in above item)
30
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Fabricating and Erecting in place Structural steel work using Rolled or Built up sections, all Structural steel works, including Preparing shop drawings, obtaining consultant's approval, supplying, fabricating, delivering at site, hoisting and fixing in position including all temporary staging and supporting work and , in accordance with the design, drawings prepared by the consultants. the rate of steel work shall include assembly, welding, jointing, building up new sections using plates / rolled section, cost of fasteners , nuts, bolts of 8.8 gradeand washers, pre-heating the sections to temperatures up to 250ºC if thickness of the section is equal to or more than 25mm.and fabrication out of the following types of structural steel material with connections using plates, channels and angles, gusset plate, connection bolts, cleats, fasteners etc. as per drawing, steel conforming to IS:226 and IS:2062-Gr.A with minimum yield strength as indicated below , including one coat of primer and two coats of Approved shade of synthetic enamel paint , etc. all complete,(Fasteners, welding electrodes, consumables will not be paid separately. Rates inclusive of necessary tests of materials and welds as per Indian Standardsand technical specifications).
800
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Providing and laying cement concrete at or near ground level including cost of centering and shuttering including strutting, propping etc. and removal of formwork.1:1 1/2:3 (1 Cement : 1 1/2 coarse sand : 3 graded stone aggregate 20 mm Nominal size).
5
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Providing , placing and tying in position , Reinforcement for R.C.C. work including straightening, cutting, bending, binding wire (16g), placing in position and binding, Testing costs , Wastage costs ,etc.all complete, up to plinth level and above plinth level at all heights. Reinforcement used in structure shall be free of rust. Thermo-Mechanically Treated bars of FE 500/550 D Grade .
500
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Providing total compacted thickness of 230mm thk. Hard Core filling over the compacted plinth filling , in compacted layers of 150mm each ,including , laying ,spreading and compacting mix of Graded crushed Stone aggregate of 150mm to 75mm , including spreading , and filling with requisite type of screening / binding material to fill up interstices of coarse aggregates ,watering and compacting by using power road roller 8-10 ton weight ,etc. complete.
5
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Providing and laying in position cement concrete of M20 including the cost of centering and shuttering including strutting, propping, curing etc. and removal of formwork for pipe supports at various location as directed by Engineer in charge.(Note :- to be provided Every 3 to 3.5 meters distance and provide encasing of DI pipe each road crossing)
30
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Rates on daily basis for providing skilled workers,8 hr shift/day per person including required tools and tackles
45
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Rates on daily basis for providing unskilled workers ,8 hr shift/day per person, including required tools & tacles
30
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