PROVN OF SECURITY INSFRASTRUTURE FOR NAVAL LAND AT BRAR SQUARE UNDER GE (P) WEST DELHI CANTT-10

Amount

Rough Excavation n.exc 1.50 m deep and getting out in soft/loose soil complete all as specified and directed

Rough Excavation n.exc 1.50 m deep and getting out in soft/disintegrated rock complete all as specified and directed

Excavation in trenches n.exc 1.50 m deep and getting out in soft/loose soil complete all as specified and directed

Excavation in trenches n.exc 1.50 m deep and getting out in soft/disintegrated rock complete all as specified and directed

Excavation over areas n.exc 1.50 m deep and getting out in soft/loose soilcomplete all as specified and directed

Excavation over areas n.exc 1.50 m deep and getting out in soft/disintegrated rock complete all as specified and directed

Removing excavated material ( soil ) exc 250 m but n.exc 500 m where directed at a level not exc 1.50 m above the stating point complete all as specified and directed

Removing excavated material (soft/disintegrated rock ) exc 250 m but n.exc 500 m where directed at a level not exc 1.50 m above the stating point complete all as specified and directed

Description of Work / Item(s)

Amount

Excavation in treches n. exc 1.50 wide and n.exc 1.50 m in depth for foundation etc and getting out in soft/loose soil complete all as specified and directed

Excavation in treches n. exc 1.50 wide and n.exc 1.50 m in depth for foundation etc and getting out in soft/disintegrated rock complete all as specified and directed

Returning filling tn , including spreading ,levelling,watering and well ramming in layer not exc 25 cm in each layer complete all as specified and directed

Removing excavated material (soil) n exc 500 where directed at a level not exc 1.50 m above the starting point complete all as specified and directed

Removing excavated material (soft/disintegrated rock) n exc 500 where directed at a level not exc 1.50 m above the starting point complete all as specified and directed

M&L for providing PCC 1:4:8 type D2 (using 40mm garded stone agg) as infdn and paving etc complete all as specified and directed

M&L for brick work with sub class B bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed.

M&L for providing PCC 1:2:4 type B2 (using 20mm garded stone agg) as in surface channel of drain complete all as specified and directed

M&L rendering 15mm thick in cement mortar 1:4 on fair surfaces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.

M&L for providing PCC 1:3:6 type C1 (using 20mm garded stone agg) as in coping PCC block etc complete all as specified and directed

Description of Work / Item(s)

Amount

Forming embankments in soil including raising (or lowering) earth, spreading in layers not exc 30 cm thick watering, ramming/rolling and finishing to required size shape, camber etc not exc 1.5 m high from base for road side berms complete all as specified and directed.

Surface excavation n.exc 30cm deep and averaging 30 cm deep and getting out in soft/loose soil complete all as specified and directed

Surface excavation n.exc 30cm deep and averaging 30 cm deep and getting out in hard/dense soil complete all as specified and directed

Surface excavation n.exc 30cm deep and averaging 30 cm deep and getting out in soft/disintegrated soil complete all as specified and directed

Surface excavation n.exc 30cm deep and averaging 30 cm deep and getting out in hard soil complete all as specified and directed

Rolling and consilidating formation surface (in cutting) with roller 8 to 12 Tonnes complete all as specified and directed

M & L for 150mm thick soling in two layrs with broken boulders or quarried stones, interstices filled surface formed and rolled and consolidated to required camber and gradient complete all as specified and directed

M & L for 150mm thick (in two layer of 75mm each) water bound macadam (WBM) compacted thickness with quartzite coarse aggragate of grading 2 (63 to 40mm size) or grade 3 (50mm to20mm size) spread, rolled and consolidated to gradient and camber required complete all as specified and directed

M & L for preparing surfaces of un-surfaced WBM surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bag to remove all loose dirt, etc and applying evenly a priming/tack coat with bituminous primer (vg10 bitumen) @ 10Kg/10 Sqm laying bituminous semi dense asphaltic concrete 40mm thick consolidated thickness with 5.5% binder content(vg30 bitumen) by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and directed

M & L for cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in solid block/ kerbs stone etc including form work set in CM1:4: complete all as specified and directed

M&L for broken stone or boulders hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed

M&L for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed

M&L for laying machine pressed precast concrete interlocking paver block any shape and size with grey cement and no pigment confirming to IS 15658-2006 of 80 mm thickness M-40 grade complete all as specified and directed.

Excavation in treches n. exc 1.50 wide and n.exc 1.50 m in depth for foundation etc and getting out in soft/loose soil complete all as specified and directed

Excavation in treches n. exc 1.50 wide and n.exc 1.50 m in depth for foundation etc and getting out in soft/disintegrated rock complete all as specified and directed

Excavation over areas n.exc 1.50 m deep and getting out in soft/loose soil complete all as specified and directed

Excavation over areas n.exc 1.50 m deep and getting out in soft/dis integrated rock complete all as specified and directed

M & L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation, filling and mass conc. etc complete all as specified and directed.

M&LReinforced cement concrete (RCC) design mix M-25 Foundations,foundation beams; plinth beams; bases for columns, etc.;basement slabs, under-reamed piles and mass concrete complete all as specified and directed

M & L for RCC M-25 (design mix) conc using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like complete all as specified and directed

M & L for RCC M-25 (design mix) conc using 20mm graded stone aggregate as in slab supported on wall,beams and columns in floors,roof,landing and the like complete all as specified and directed

M & L Mild steel (TMT) Bars 10mm dia & over ,cut to length ,bent to shape required.including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed

Formworks to sides of concrete foundation, footing, bases of columns, raft etc complete all as specified and directed

Formworks to faces of walls, retaining wall, abutments, parapets, and similar works etc complete all as specified and directed

Formworks to soffits of suspended slab,exc 200mm thick and similar works etc complete all as specified and directed

M&L for 600mm dia RCC hume pipe class NP-2 laid in trenches complete all as specified and directed

M & L for rendering 10mm thickon fare faces of brick or concrete surfaces in CM 1:4 complete all as specified and directed

Removing excavated material (soil) n exc 500 where directed at a level not exc 1.50 m above the starting point complete all as specified and directed

Removing excavated material (soft/dis integrated rock) n exc 500 where directed at a level not exc 1.50 m above the starting point complete all as specified and directed

Returning filling tn , including spreading ,levelling,watering and well ramming in layer not exc 25 cm in each layer complete all as specified and directed

M&L for preparation of surfaces and applying two coat of white wash on newely plastered surfaces complete all as specified and directed

Description of Work / Item(s)

Amount

Dismantlig wrought iron or mild steel work (MS angle with barbed wire) of any descriptin not otherwise provided for complete all as specified and directed

Excavation in trenches n. exc 1.5m wide and n.exc 1.5m in deep for foundation etc and getting out in hard/dense soil complete all as specified and directed

Excavation in trenches n. exc 1.5m wide and n.exc 1.5m in deep for foundation etc and getting out in soft/disintegrated soil complete all as specified and directed

Excavation in trenches n. exc 1.5m wide and n.exc 1.5m in deep for foundation etc and getting out in hard rock soil complete all as specified and directed

M & L PCC (1 : 4 : 8 ) type D2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed

Reinforced cement concrete design mix M-25 Foundations, foundation beams; plinth beams; bases for columns, etc. ;basement slabs, under-reamed piles and mass concrete complete all as specified and directed

M & L for AAC block (AUTOCLAVED AERATED CONCRETE MASONARY BLOCKS) of size 400x200x100mm, 300x200x100mm, 200x200x100mm or as per IS code as approved by GE with CM 1:4 or with adhesive of thickness as per manufacturer's instruction complete all as specified and directed

M & L rendering 15 mm thick on fair faces of brickwork or concrete surfaces in cement mortar 1 : 4 finish the surface even and smooth without using extra cement complete all as specified and directed

M&L Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed

All as per item no. 9 here-in-before but 5mm dia and over upto and including 10 mm dia in stirrups, spacers and binders complete all as specified and directed

S & F mild steel angle for fenching posts including cutting tops to shape as directed, drilling holes, notching for wire etc including all necessary welding etc complete all as specified and directed

S & F galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings straining and fixing to any type of standard rails straing bolts, including securing or tying at crossings with and provn of galvanised MS wire staples or steel pins etccomplete all as specified and directed

M & L preparing on newly plastered wall surfaces on any description and applying two coats of cement base paint over a coat of primer complete all as specified and directed

M & L preparation of new steel surface any description over 10 cm width or girth and apply two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed

Formworks to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed

Formworks to sides and soffits of floor or roof beam, beam hauchings girders, lintels, cantilevers, shevels incl supports, overhangs etc complete all as specified and directed

Formworks to sides of pillars, posts, struts, piers columns and stanchions complete all as specified and directed

Removing excavated materials (soft/disintegrated rock) not exceeding 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed

Returning, filling in, including spreading, leveling watering and well ramming in layers n. exc 25 cm of soils complete all as specified and directed

M & L preparing surface of steel and iron work new or old of any description and treated with tar or coal tar to ends of angle iron post embedded in concrete area tarred n exc 0.10 Sqm complete all as specified and directed

M & L for RCC M-25 (design mix) conc using 20mm graded stone aggregate as in columns complete all as specified and directed

M & L Reinforced cement concrete design mix M-25 as in beam, cantilevers, bressummers, lintels or 1.5m span complete all as specified and directed

S&F punched type concertina coil (PTTC) 610mm dia having 50 turns and approx weight 8.75 kg + 5 % and stretches to cover a distance of 5-7 meters complete all as specified and directed

S&F framed work as steel gates made out of flats, angles, square bars, hollow sections, tees & channels including pintle hinges, stops, hand made sliding bolts ornamental and intricate designe, comferming to Fe 410-0 or Fe 310-0 necessary welding etc complete all as specified and directed

M&L Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed

M&L 20mm thick polished granite (of any type) tiles machine cut in skirting/dado laid over screed & jointed with grey cement slurry and pointed with white cement with admixture to match the said granite stone incl granding complete all as specified and directed

Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensilestrength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed

S&F PVC pipe 110mm dia complete all as specified and directed

Description of Work / Item(s)

Amount

Excavation over areas n. exc 1.50 wide and n.exc 1.50 m in depth for foundation etc and getting out in soft/loose soil complete all as specified and directed

Excavation over areas n. exc 1.50 wide and n.exc 1.50 m in depth for foundation etc and getting out in soft/disintegrated rock complete all as specified and directed

M & L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate as in foundation filling and mass concrete as specified and directed complete all as specified and directed

Removing excavated material n.exc 50 m and depositing where directed at a level not exc 1.50 m above the starting point (soil) complete all as specified and directed

Removing excavated material n.exc 50 m and depositing where directed at a level not exc 1.50 m above the starting point (soft/dis integrated rock) complete all as specified and directed

Returning filling tn , including spreading ,levelling,watering and well ramming in layer not exc 25 cm in each layer complete all as specified and directed

Reinforced cement concrete design mix M-25 Foundations,foundation beams; plinth beams; bases for columns, etc.;basement slabs, under-reamed piles and mass concrete complete all as specified and directed

M & L for RCC M-25 (design mix) conc using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like complete all as specified and directed

M & L Mild steel (TMT) Bars 10mm dia & over ,cut to length ,bent to shape required.including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed

Description of Work / Item(s)

Amount

Supply, install, testing and commisioning of Auto mains failure silent type disel engine generating set 415 volts 15 KVA 3 phase 0.8 powerfactor 50 Hz 1500 RPM self excited self regulated brushless AC generator installed including acoustic enclosure suitable for ambient condition at Delhi and conforming to condition under IS 10002, 13364 Part I 1992 BS 5514/5000 with following i : The capacity of generator shall be net after all due derating factors as per relevant IS/BS standard designs complete all as specified and directed. Note : (i) the quoted rate shall be deemed to be inclusive of first fill of oil and final successful acceptance test. (ii) the quoted rate shall be deemed to be inclusive of 12 hours test run at site as specified in PS in presence E/M officer detailed by accepting officer ,all testing arrangements/equipments shall be made available by the contractor for tests.

(A) Diesel Engine : Adequate capacity of diesel engine as accepted by the accepting officer based on the manufacturers technical details water cooled to drive independantly above alternator and after considering derating as per site conditions ,cold starting 1500 RPM of suitable HP as recommended by manufacturer but not less than 20.5 BHP as per relevant IS/BS complete with standard accessories all as specified and rerequired for safe handling and operation salient features of accessories shall be as under.

i) Fly wheel with Housing ii) cooling system : Moulded radiator with fan and belts iii) Cooling water pump : centrifugal type belt driven iv) Exhaust system complete with exhuast piping of suitable dia with MS pipe medium grade .turbo charger type ,exhuast manifold silencer :residential type.

(v) Fuel System : Fuel injection system with fuel injector solenoid switch controlled by electronic governor operated for 1% speed /frequency regulation fuel filters fuel hoses.vi) Lube oil system : Lubricating oil filter ,Lubricating oil pump vii) Air intake system : air intake manifold air cleaner dry type.viii) Governor electronic xi) starting system : electric self starter with and including battery charging alternator x) Batteries : Batteries of maintenance free of capacity 12V start and stop push button ignition key /switch handling and operation :salient features of accessories shall be as under .Radiator with blower fan corrosion inhibitor coolant paper element filters for fuel lube oil and by pass.

(B). Alternator : standard design alternator rated at 15 KVA nearest higher capactiy at 0.8 lag PF AC 3 phase 4-wire 415 V 50 Hz 1500 RPM self excited self regulated screened protected drip proof brushless design with winding in pole faces ,insulating class H and voltage regulation of + 1% at rated voltage from no load to full load , The alternator shall be conforming to BS 5000,IS 13364 Part I (1992)and shall be in position to genrate suplly with frequency regulation within + 1% tolearance.The alternator will be suitable for tropical climate and shall genarally confirm to BS 2613/5000/IS -4722 i) Insulation class H ii) Temperature rise class -H iii) Excitation -self excitation iv) Regulation performance .The voltage is kept constant with +1% manual voltage adjustment within +5% v) frequrency regulation +1%.

(C) Acoustic Enclosure : Manufactured by OEM suitable for 15 KVA DG set.i) NAL approved as per CPCB ii) It should be as per latest rules and regulations of ministry of environment and forest and pollution control board.iii) The generating set and batteries and control panel should be inside the enclosure .iv) Fuel tank should be inside the enclosure.v) Construction details /specifications are as follows a) Outer body : CRCA sheet of 1.6mm thick b) Doors : CRCA sheet of 1.6mm thick c) sound insulation : as per manufacture recommendation .vi) The acoustic should be composite in construction and fully assembled integral unit.vii) The Batteries should be placed inside the enclosure beside the DG set on a suitable insulated platform.

viii)The DG should be provided with external emergency start/stop push button.ix) The enclosure should be suitable illuminated by CFL/TFL lamp fittings ,x) the noise level should be 75 dB at 1 meter under free field conditions.xi) The acoustic enclosure shall be of powder coated after pre treatment process.i) Any thing missed out above but technically required for efficeint working of DG set is deemed to be included in quoted rates .

(D) AMF panel : factory made outdoor type control cubical made out of 2mm thick CRCA sheet dust and vermin proof totally enclosed with front and rear opening of 415 V 3 phase 4 wire AC 50 HZ, powder coated Aluminium bus bar TPN for 15 KVA alternator including auto bypass panel suitable for 15 KVA, auto change of load with relays, timer, set of cts for metering, control cables from dg to amf panel and elsewhere required control unit with impulse auto engine start/stop complete all as specified.

Multifunction meter for voltage ,current and KWH ,KVA power factor means urement annunciation with indicator lamps for i) High water temperature ii) Engine over speed iii) Battery low voltage v) over voltage under voltage and over current vi) Multifunction meter controls (a) load on indication (b) Load off indication (c) Engine start push button (d) Engine stop push button (e) Fault accept /reset push button (f) Battery charger shall be provided as per manufacturers guidelines.

(E) Civil Works : All civil works including PCC platform and related to foundations including of panel and equpiments including making good and exixsting structure of disturbed during installation and commisioning og GEN set. (F) Rubber mat of LV grade 19mm thick of suitable size chequered type .Note : The contractor shall arrange for artificial load for testing for final testing of DG set at site and the cost is deemed to be including in above offer.

M&L for plate earthing for substation equipments (Transformer, lighting arrestor and feeder pillar box) complete with galvanised mild steel plate electrode 60 cm x 60 cm x 6.0 mm thick buried directly in ground vertically ( in earth pit not less than 2.25 m below normal ground level) with the top edge of the earth plate at a depth not less than 1.5 m below normal ground level, the earth electrode surrounded by adequate quantity of charcaol dust and salt to a packed thickness of 15 cm on all sides and incl GI earth strip 32 x 6 mm bolted (with GI nuts, bolts, & check nuts) and riveted to earth plate at one end and connected to metallic body of HT/LT equipments etc at the outer, earth strip encased in and incl 50 mm bore og GI grade pipe with all fitting from top of electrode to body of equipments fixed with and incl 25 x 6 mm flat iron clamps, bolts, nuts and washer and also providing watering pipe 20mm bore GI pipe medium grade from bottom of earth pit to top of electrode complete with earth pit in PCC 1:2:4 type B-O using 12 mm graded crushed stone aggregate and RCC cover as shown in electrical plate No 5 of SSR Pt-I. The scope of work also include necessary excavation and earthwork complete all as specified and directed

Description of Work / Item(s)

Amount

Excavation in trenches n.exc 1.5 mtr wide and exc 1.5 mtr in depth or part thereof in hard/dense soil and getting out for laying of underground cables and foundation for poles etc complete all as specified and directed

Excavation in trenches exc 1.5 mtr wide and exc 1.5 mtr in depth or part thereof in soft integrated soil and getting out for foundation for poles etc complete all as specified and directed

Excavation in trenches n.exc 1.5 mtr wide and exc 1.5 mtr in depth or part thereof in soft integrated soil and getting out for laying of underground cables etc complete all as specified and directed

Returning, filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 cms complete all as specified and directed

M&L for removing excavated materials n.exc 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed

M&L sand filling in and arround LT/HT cable 8cm thick below and 15cm above the cable respectively after laying the cable gently punning down complete all as specified and directed

Supplying and laying un-reinforced precast concrete cable cover class LV type-1, flat size 250mm x 150mm x 40mm for LT underground cable protection complete all as specified and directed

Supply, laying & testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 1100 volts grade, of the following size complete all as specified and directed:- (a) 50 Sqmm 3.5 Core

(b) 16 Sqmm 4 core

Supply and installation of High galvanized mast light as per height 15 /16 mtr suitable for 8 lantern symmetrically fitted along with their control gear and having two point suspension system with stainless steel wire rope of 6 mm dia 7/19 guage and double drum winch with luminaire mounting arm, pully assembly, aviation obstruction light, lightning arrester spike and suitable cable control panel to light fitting (25 mtr approx) including motorised for up and down with control panel and its accessories etc. including RCC foundation as per height manufacture requiement complete all as specified and directed.

S&F Energy saving, environmental friendly, long life, exclusive innovative die-cast aluminium non integral IP66 flood light of 180 watt led type, suitable for high mast application, highlighting architectural facade and general purpose lighting complete all as specified and directed

Earthing for poles & other machinary/eqpt MS galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion complete all as specified and directed

M&L Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 (9 metres long) with one coat of aluminium paint with and including painting/marking of Pole No in white enamel paint on black ground complete all as specified and directed Note: (i) Excavation and PCC shall be measured and paid separtately.

Supply and fix new generation energy saving and environmental friendly long life LED street light of 70 watt made uo of pressure die cast aluminium housing with high efficient LED as lighting source with touchened glass having IP66 protection and impact resistance of IK07 complete all as specified and directed

S&F of street light pole box of size 200mm x 160mm x 98mm, made of high quality thermosetting plastic polyesterene, dust and jet water proof, chemical/acid corrosion resistant impact and shock proof IP 65 with internally imbedded gasket (PUR) including 1 No SP MCB 6 Amps and suitable connector less than 4 way alongwith door arrangement and pre-moulded knock out all the sides including back of the base. The box must be fitted with 10 Sqmm stud type terminal 04 Nos including Elmex stud type TB 04 Nos complete all as specified and directed

M & L for bracket made out of GI tubing 40 mm dia, light grade 1.5 mtr long including fixing with MS clamps - 2 Nos made out of 50 mm wide 5 mm thick flat iron with M. S nut bolts 75 mm long 12 mm dia- 4 Nos with flat washer (3 mmthick)- 02 Nos for each including painting with aluminium paint over one coat of red oxide to the M.S clamps & bracket etc complete all as specified and directed

M&L PCC 1:4:8 type D-2 using 40mm graded stone aggregate in foundation planting depth complete all as specified and directed

M&L PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in coping of poles all as directed.

S&F GI Pipe light grade of 80 mm dia for fixing of cable protection for (road crossing) from cable trench to box on pole and back complete all as specified and directed

S&F GI Pipe light grade of 40 mm dia for fixing of street light fittings on pole and cable protection for (road crossing) from cable trench to box on pole and back complete all as specified and directed

S&F PVC insulated flexible multicore round copper conductor cable of size 3 core 2.5 Sqmm including necessary conduit from pole box to light fitting and complete all as specified and directed

M&L for plate earthing for substation equipments (Transformer, lighting arrestor and feeder pillar box) complete with galvanised mild steel plate electrode 60 cm x 60 cm x 6.0 mm thick buried directly in ground vertically ( in earth pit not less than 2.25 m below normal ground level) with the top edge of the earth plate at a depth not less than 1.5 m below normal ground level, the earth electrode surrounded by adequate quantity of charcaol dust and salt to a packed thickness of 15 cm on all sides and incl GI earth strip 32 x 6 mm bolted (with GI nuts, bolts, & check nuts) and riveted to earth plate at one end and connected to metallic body of HT/LT equipments etc at the outer, earth strip encased in and incl 50 mm bore og GI grade pipe with all fitting from top of electrode to body of equipments fixed with and incl 25 x 6 mm flat iron clamps, bolts, nuts and washer and also providing watering pipe 20mm bore GI pipe medium grade from bottom of earth pit to top of electrode complete with earth pit in PCC 1:2:4 type B-O using 12 mm graded crushed stone aggregate and RCC cover complete and shown in electrical plate No 3 of SSR Pt-I. The scope of work also include necessary excavation and earthwork complete all as specified and directed

S&F earth continuity conductor or main earthing lead GI Strip 32 x 6mm fixed to wall/laid in trench/passing through conduit/pipe for pole or any other indicated situation for loop earthing etc complete all as specified and directed

Supply installation testing and commissioning factory made and tested LT feeder pillar box outdoor type plateform mounted suitable for 415 volts 3 phase 4 wire 50 Hzs AC supply system having bus bar chamber with insulated aluminium bus bar four strip of rating 300 Amps for phase & Neutral,installed on epoxy/SMC type insulator.The panel shall be dust and virmin proof IP 65 class protection and made of 3.15mm CRCA MS sheet and 40x40x6 mm thick angle iron frame work, powder coated finish over one coat of red oxide primer outside and two coats of red oxide primer inside, front opening type with provisions for cable entry with double door shutter and locking arrangement including probision of 65mm godrej freedom lock with 2 keys, internal wiring with PVC insulated solid copper conductor FRLS cable IS 694 marked of adequate size but not less than 4 Sqmm. The should be suitable for housing in and including the following complete all as specified and directed:-

(a) INCOMING :

(i) MCCB 4 pole 100 Amps rating and repturing capacity 25 KA - 01 No

(ii) LED type indicating lamp (R.Y.B) - 01 Set of three

(iii) Digital Volt meter 0-500 Volts with slector switch -01 No.

(b) OUTGOING

(i) MCCB 4 pole 415 volts 32 Amps rating and repturing cap 25 KA - 02 Nos (Securitylight 1 No for spare)

(ii) MCCB 4 pole 415 volts 25 Amps rating and repturing cap 25 KA - 01 No (Santry Post)

(iii) Astonomincal timer switch with contactor TPN 32 Amps : 01 No

Shivom Projects Private limited

Global Enterprises

AMIT ASSOCIATES

M/S Sunil Steel Works

G and G Infratech Private Limited

L G BUILDERS

Ktech Engineer Builders Co. Pvt. Ltd

Global Enterprises

tarun construction co

AMIT ASSOCIATES

Ktech Engineer Builders Co. Pvt. Ltd

M/S Sunil Steel Works

G and G Infratech Private Limited

L G BUILDERS

M/S Sunil Steel Works

L G BUILDERS

Shivom Projects Private limited

tarun construction co

Global Enterprises

G and G Infratech Private Limited

Ktech Engineer Builders Co. Pvt. Ltd

Ktech Engineer Builders Co. Pvt. Ltd

AMIT ASSOCIATES

tarun construction co

M/S Sunil Steel Works

Global Enterprises

G and G Infratech Private Limited

L G BUILDERS

Ktech Engineer Builders Co. Pvt. Ltd

AMIT ASSOCIATES

tarun construction co

Global Enterprises

M/S Sunil Steel Works

G and G Infratech Private Limited

L G BUILDERS

Global Enterprises

Ktech Engineer Builders Co. Pvt. Ltd

AMIT ASSOCIATES

G and G Infratech Private Limited

L G BUILDERS

tarun construction co

M/S Sunil Steel Works

AMIT ASSOCIATES

Shivom Projects Private limited

Global Enterprises

tarun construction co

M/S Sunil Steel Works

G and G Infratech Private Limited

L G BUILDERS

Bidder Name

AMIT ASSOCIATES

Ktech Engineer Builders Co. Pvt. Ltd

Global Enterprises

L G BUILDERS

M/S Sunil Steel Works

tarun construction co

Shivom Projects Private limited

G and G Infratech Private Limited