WORK INSTALATION OF ELECTRICAL MOTOR FOR OPENING CLOSING THE HANGER DOORS OF ASD 30 DE PAINTING HANGER AND LAUNCHER BAY HANGER AND PROVN OF BORE WELL WITH ASSOCIATED WATER PIPELINE AT AIR FORCE STATION OJHAR

Amount

Supply and fixing 5HP Electric motor with gear box or vertical gear motor with RPM 750/900 and secondary speed 100-10,for hanger doors Make:-.Kirloskar/KSB/Crompton/Power Gear

Supply and fixing starter panel for control door control panel with 32 Amp MCCB & indicator 4 MI starter relay 3.59Amp for hanger doors.Make:-.Kirloskar/KSB/Crompton/Power Gear

Supply and fixing flexible cable 4 core 2.5 Sqmm Make:-.Kirloskar/KSB/Crompton

Fabrication work door wheel double ball bearing of size not less that 9" as per site required with rachet no-12 and Supply only spare parts excluding Majer/ minor parts will be measured and paid for under relevent item. Make:-.Kirloskar/KSB/Crompton/Power Gear

Supply and fixing 3HP Electric motor with gear box or vertical gear motor with RPM 750/900 and secondary speed 100-10,for hanger doors. Make:-.Kirloskar/KSB/Crompton/Power Gear

Supply and fixing Door Wheel 9"with chin rachet for hanger doors

Supply and fixing starter panel for control door control panel with 32 Amp MCCB & indicator 4 MI starter relay 3.59Amp for hanger doors

Supply and fixing limit switch for hanger doors

Taking down and refixing hangar door up to 11.0 m height and 4.0 m in width of any weight and refixing the door again after required fabrication for motorised sliding door including all fittings , fixtures equipments , and all saftey measures etc completed and as directed .( note contractor /agency shall visit at site before tender action to know the proper scope of work .)

Dismantling structural steel work including doors , gates but excluding framed truss etc.

Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for

M & L for cement concrete 1:2:4 nominal mix type B1 using 20mm graded stone aggregate in foundations, filling and mass concrete.Complete all as specified and directed by Engineer-in-charge.

S/F Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings, (exclusive or steel sheeting or other covering), running rails and guides and hanging; also fastening and fixing complete of grade fe 410 E-250 grade Aetc completed and as directed by Engr in charge

M & L two coats of synthetic enamel paint on steel surfaces over one coat of red oxide or zinc chrome primer, of any description over 10cm width or girth including preparation of new or previously untreated surfaces of steel.compete all as specified as directed by Engineer -in -charge

Removing of concrete debris from site including loading and unloading of debris and thrown away up to 1.5 km distance from the site and as directed by Engr in charge etc complete and as directed Note :- 1 to 8 are to be executed at SU - 30 hanger de-painting bay. 2) Supply & commissioning will be done by OEM & commissioning report will be furnished by OEM only and serviceability report shall be submitted quarterly from OEM during defected lliability period. 3) Two years written waranty with repair shall be submitted by contractor, 20% amount of quoted rate of item no 1 to 8 shall be submitted by contractor for two years as security deposit for warranty

Phase I Material & labour for taking clearence from central ground water board i.e CGWB or any equivalent authority appointed by Govt of India/Maharastra) before carring out borewell work services (Nasik/Maharastra region) ,carring out ground water availability test and yield test from CGWB or authority as approved by CGWB complete all as specified and as directed by Engineer-In-Charge. (Note 1:- Sl Item no 17 to 39 shall be executed after receving necessary report/certificate from CGWB(clearly mentioning location where boring is to be carried out and adequate amount of ground water availability i.e yield) and location as earmarked by CGWB after carring out neceesary ground water test.) (Note 2 :- After receiving necessary go ahead from in the form of report if adequate amount of yield not found after execution of sl item no 17 to 24 at particular location as marked by CGWB Sl item no 25 to 39 will not be executed) (Phase I of this contract is to be completed within 30 days of acceptnce of tender failing to which recovery of Rs 1000 per day shall be recovered in the form of penalty)

Phase II Excavation in trenches not exc. 1.5 mtr wide and not exc 1.5 mtr depth for laying pipe etc. and getting out in hard/dense soil all as specified and directed by Engineer-in-Charge.

Returning filling in trenches including spreading, levelling, watering and well ramming soil in layers not exceeding 25 cm thick all as specified and directed.

Removing excavated soil to a distance n. exc. 50 mtrs and depositing where directed at a level n. exc. 1.5 mtr above the starting point all as specified and directed.

Drilling of trail bore of 273 mm dia button bit of DTH method. The bore hole perfectly vertical for depth upto 80 mtrs below ground level in any type of strata including rock with the help of DTHH (Down to hole hammer) type rig complete all as specified and directed.(Quoted rates are deemed to be included with approval of CGWB for carring out borewell in the required the

Drilling of trail bore of 165 mm dia button bit of DTH method. The bore hole perfectly vertical for depth upto 135 mtrs below ground level in any type of strata including rock with the help of DTHH(Down to hole hammer) type rig complete all as specified and directed.

Enlarging of trail bore 273 mm dia and developing in telescopic bore of 165 mm dia into 165 mm dia borewell to suit 150 mm internal dia casing pipe perfectly vertical core in all type of strata complete upto 100 mtr all as directed by Engr-In-Charge.

Development of tube well with Air compressed of suitable capacity by blowing air into the bore well with necessary vertical tubing equipment till sand/mud free water of potable quality is obtained upto the entire satisfaction of Engr-in-Charge/GE complete all as directed.

Supplying 175 mm dia ERW MS pipe 4.85 mm thick and lowering into bore holes in the perfectly vertical position upto required depth below ground level and bedding the same including threading, coupling, welding etc all as directed.

Phase III Supplying, lowering in side150 mm dia bore and connecting to submersible pump set at about 80 mtrs depth GI tubing medium grade of size 50 mm dia with all fittings all as specified and directed.

S/F GI tubing medium grade, 50mm dia with all fittings, such as bends, elbows, Tee,union etc complete

S/F GI tubing medium grade, 40mm dia with all fittings, such as bends, elbows, Tee,union etc complete

M&L for Boring of holes under Road, Pavements,Hard Standing by trench less technology at a depth 0.6 Mtr from top surface including supply & fix HDPE pipe of 80 mm dia suitable for 0.4 MPA working pressure complete all as specified and directed by Engineer-in- Charge.

Supply, laying and connecting submersible cable PVC insulated and sheathed multistranded copper conductor flexible flat of size 10 Sqmm,3 core,1100 volt all as directed by Engr-In-Charge.

Supply , Lowering, Installation , commissioning & testing of electric driven Submersible pump set, electric driven 415 V, 3 phase, 15 HP suitable for proposed bore well & required discharge min 667LPM at 90 mtr head, complete as directed. Make:-Kirloskar/KSB/Beacon

Supply and fix Gun Metal globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed of size 50 mm dia all as directed by Engr-In-Charge .Zoloto/Leader/Kirloskar

Construciton of valve chamber of internal dimension 0.60 mtr X 0.60 mtr X 0.60 mtr with brick masonry built in CM 1:6 over 75 mm thick PCC foundation 1:4:8 type D2, 10mm thick internal and external plaster in 1:4 CM provided with 3.15mm thick MS sheet cover and 40 x 40 x 6mm MS angle iron frame fixed in coping PCC 1:3:6 type C1 with locking arrangement and handle, painting of MS work with two coats of synthetic enamel over coat of red oxide primer and two coats of white wash on the plastered / concrete surfaces complete including excavation and earthwork all as specified and directed

M&L for earthing complete with galvanised steel earth plate electrode 600x600x6mm thick,burried directly in ground (earth pit not less than 2.25 Mtr deep below ground level ) with top edge of the plate not less than 1.5 Mtr below normal ground level,connected to galvanised iron wire 4 mm as earth lead by means of bolts,nuts ,washer and check nut of galvanized steel, protected by and including GI pipe 15 mm bore (light grade) and connected to main switch / MCB DBs box point / LP test point as directed and including cement concret pit in 1:2:4 type B1 using 12.5mm graded aggregate, with cast iron miled steel frame embedded in the concrete enclouser fineshed flushed & CI cover 10 mm thick of size (300mmx300mm CI) having locking arrengment hinged to CI frame all as shown under electrical plate of SSR Pt - I 2009 and as directed including painting the external surface of chamber & cover with enamel paint in diffrent colour as directed and writing earth results & date of test carried out with white paint on black painted background, wiremesh funnel 20 mm bore GI pipe medium grade for watering adequate quantity of charcol and common salt in alternate layer of 15cm 3ft x 3ft thick all around the electrode including necessery excavation & earth work in any type of soil complete testing on completion all as directed. Note:- i) Filling the pit with black cotten soil brought at site.

Supply and fixing chain/Rope made of 6 mm dia MS rod of size 20mm X 38mm for holding submersible pump set and column pipe including necessary holding MS clamp nuts, bolts etc complete all as specified and directed.

.Testing of borewell water by taking out water sample for chemical analysis as well as organoleptic & pysical parameter & bacteriological parameter test from NABL accredit lab , complete all as specified and as directed by Engineer in charge.

Supply fixing testing and commissioning Outdoor type IP 54 protected,sheet metal enclosure mounted Fully Automatic star /delta starter suitable for 3 phase 415 Volts 15 HP including over load, earth fault relay, single phase preventor, phase reversible mechanism, digital volt meter, digital ampere meter including suitable rating of contactor and auxilary wiring and protection fuses complete Make:- L & T/Legrand/Siemens

Supply and lay cable XLPE insulated screened PVC bedded galvanized steel strip or wire armoured electric power cable (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 35 Sqmm x 4 core all as specified and as directed.

Supply and lay High density polyethylene (HDPE) pipe of size 50mm dia, pressure rating 6 kgf/cm2 laid in trenches for protection of under ground cable all as directed.

Supply and fix Rotational moulded polyethylene water storage tanks of capacity 5000 Litrs (Cylindrical vertical with closed top) hoisted with complete MS/GI fitting at 3.5 meter height from ground on suitable RCC structure(RCC strure shall be capble of taking load of 5000 ltr water enclosed inside PVC tank), complete all as specified & as directed by Engineer-in Charge Make : Sintex / Finolex/Diplast

United Enterprises