PROVN OF PERIPHERY ROAD ALONGWITH DRAINAGE AND EXTERNAL ELECTRIFICATION WORK UNDER GE SRI GANGANAGAR

Amount

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soil including cutting of grass, roots, bushes if any and removing from site all grass, roots complete all as specified and as directed.

Surface dressing not exceeding 15cm deep in soft/ loose soil including cutting of grass, roots, bushes if any and removing from site all grass, roots complete all as specified and as directed. Note :- This item shall not be allowed in addition to item No 01 above.

Forming Embankments incl raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/dressing and finishing to required size, shape not exceeding 1.5 metre high from base complete all as specified and as directed. (a) Earth obtained from surface excavation shall be reused and nothing extra on account of lead shall be paid. (b) Rolling by power roller shall be measured and paid separately. (c) Only consolidated thickness of earth will be measured and paid.

Rolling consolidation formation surfaces in cutting anf filling by exc 8 tonne and not exc 12 tonne power roller complete all as specified and as directed.

Material & labour for 150 mm thick (spread thickness) soling (or sub base) with broken boulders or quarried stone (Granite, Trap, Basalt), interstices filled, surface formed, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified and as directed.

Material and labour for 150mm thick WMM in two layers (75mm thick each layer) (compacted thickness) Wet mix macadam manufactured in WMM plant., with crushed stone aggregates specified grading as per MORTH, spreading using mechanical sensor paver and consolidated to reqd gradient and camber with tandem vibratory roller/earth compactor of capacity determined using compactor density determination method as per IS code complete all as specified and directed.

Preparing surfaces of WMM by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surfaces with air pressure to remove all loose dirt etc. & applying evenly a tack coat with paving bituminous primer of grade VG-10 @ 10 kg /10 sq.m using mechanical sprayer, complete all as specified and as directed.

Material & labour for Preparing surfaces of existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surfaces with air pressure to remove all loose dirt etc.& applying evenly a tack coat with paving bituminous primer of grade VG-10 @ 5 kg /10 sq.m using mechanical sprayer, complete all as specified and as directed.

Material & labour for Bituminous premix semi dense asphaltic concrete (SDAC) 40 mm consolidated thickness with 5.5% binder content (based on design mix formula) (bitumen of grade VG-30) by weight of total mix using sensor paver electronic sensing device for automatic levelling and profile control within the specified tolerance and internal heating arrangement for the screed all as specified in clause 20.B.4.6 of SSR Part -I, rolled and consolidated to required camber and gradient with tandem vibratory road roller (minimum compacted density = 2.2 g/cc) and 8 to 12 tonne power roller to a uniform smooth surface etc complete all as specified and as directed. (Note :- Design mix shall be got carried out from any Govt Engg college Laboratory/MES approved laboratory and approved by CWE in writing before execution. The cost thereof shall be deemed to be included in quoted unit rate)

Bituminous premix semi dense asphaltic concrete (SDAC) 30 mm consolidated thickness with 5.5% binder content (based on design mix formula) (bitumen of grade VG-30) by weight of total mix using sensor paver electronic sensing device for automatic levelling and profile control within the specified tolerance and internal heating arrangement for the screed all as specified in clause 20.B.4.6 of SSR Part -I, rolled and consolidated to required camber and gradient with tandem vibratory road roller (minimum compacted density = 2.2 g/cc) and 8 to 12 tonne power roller to a uniform smooth surface etc complete all as specified and as directed. (Note :- Design mix shall be got carried out from any Govt Engg college Laboratory/MES approved laboratory and approved by CWE in writing before execution. The cost thereof shall be deemed to be included in quoted unit rate)

Material & labour for continuous brick edging (sub class ‘B’) with width equal to the width of brick laid dry on end vertically including necessary earth work, embedding bricks at depth as directed and removal of surplus soil complete all as specified. Note : Each row shall be measured and paid separately.

Scarifying or picking gravelled, macadam or bituminous macadam surfaces not exceeding 400 sqm and not exceeding 50mm deep complete all as specified and as directed.

Material and labour for Thermo plastic paint road marking 2mm thick painting (lines, dashes, arrows, letters etc) with road safety spikeries glass beads @ 8% by weight including preparation of new or previously treated road surfaces and applying paint by using special applicator machine with heating arrangement complete all as specified and as directed.

Dismantling of brick (laid flat or on edge or brick tiles in flooring, channels, kerb, apron etc) laid dry or pointed complete all as specified and as directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm upto 1.5m in depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed.

Material and labour for PCC ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge.

Material and labour for hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge.

Supply & laying RCC pipe 300mm dia class NP2 laid and jointed complete with collars including laying pipes level or to falls in trenches etc on concrete bed or directly on hard ground as directed and making joints and testing complete all as specified and as directed. (Note : Excavation, earth work and bed shall be measured & paid separately under appropriate item )

Supply & laying RCC pipe 450mm dia class NP2 laid and jointed complete with collars including laying pipes level or to falls in trenches etc on concrete bed or directly on hard ground as directed and making joints and testing complete all as specified and as directed. (Note : Excavation, earth work and bed shall be measured & paid separately under appropriate item )

Material and labour for brick work with burnt clay bricks (old size ), straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge.

Material and labour for rendering 15mm thick in cement mortar (1:4) on any face of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for PCC (1:2:4), type B-1 using 20 mm graded stone aggregate as in coping, pedestal coping, mud stops, bed block & similar work etc including weatherings, slightly rounded or chamfered angles complete all as specified and as directed by Engineer-in-charge.

Material and labour for Preparation of new plastered or concrete surface of wall by sand papering or by any other mean and after preparing the surfaces applying the following complete all as specified and as directed by Engineer-in-charge:- (a) Three coats of white wash by using paint brush.

Material and labour for Pre-cast factory made RCC drain of size and shape as directed by GE alongwith male and female ends for proper joining, made of 75mm thick RCC (1:1.5:3) Type B-1 using 20mm graded aggregate, duly embeded two Nos socket for hoisting including form work etc, hosting and placing at site and jointed in CM (1:4) to form uniform length and fair finish to drain upto 80cm girth (width measured @ Avg of inner and outer girth) complete all as specified and as directed by Engineer-in-Charge. Note : Reinforcement shall be measured and paid separately under appropriate item of this Sch.

Material and labour for mild steel TMT bars 8 mm dia cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)

Excavation in trenches (Manual), not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation not exceeding 10 sqm area on plan and getting out in soft/loose soil complete all as specified and as directed.

Excavation in trenches (Manual), not exceeding 1.5 metre wide and exceeding 1.5 metre but not exceeding 3 metre in depth for foundation not exceeding 10 sqm area on plan and getting out in soft/loose soil complete all as specified and as directed.

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, depth upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed.

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

Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge.

Material and labour for sand cushioning, with dry and clean fine river sand (for under ground cable) 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cable complete all as specified and as directed. (Note:- Punned thickness shall be considered for payment purpose)

Supplying and laying Factory made un-reinforced precast concrete cable cover ISI marked, class LV, type III flat, size 450mm x 180mm x 40mm complete all as specified and as directed.

Supplying and laying Factory made un-reinforced precast concrete cable cover ISI marked, class LV, type II flat, size 300mm x 180mm x 40mm complete all as specified and as directed.

Supply and laying or fixing or laid in trenches / ducts / through pipes / in floors / under roads / under hard standing /along poles and testing, Cross linked Polyethylene (XLPE) LT Cable, XLPE Insulated, PVC inner sheathed, bedded, galvanised steel strip or wire armoured cable (heavy duty) 1100 volt grade with stranded aluminium conductor having cross sectional area 150 Sqmm 3.5 core conforming to IS-7098 (Part-I)-1988 with upto date amendments, complete all as specified and as directed. Note :- (i) Excavation, earth work, sand cushioning, brick protection, boring/cutting of road and pipe shall be measured & paid separately under appropriate item of this Schedule. (ii) Cost for Joints of cable with Lug/thimble for connections is included in the quoted rates.

Supply and laying or fixing or laid in trenches / ducts / through pipes / in floors / under roads / under hard standing /along poles and testing, Cross linked Polyethylene (XLPE) LT Cable, XLPE Insulated, PVC inner sheathed, bedded, galvanised steel strip or wire armoured cable (heavy duty) 1100 volt grade with stranded aluminium conductor having cross sectional area 120 Sqmm 3.5 core conforming to IS-7098 (Part-I)-1988 with upto date amendments, complete all as specified and as directed. Note :- (i) Excavation, earth work, sand cushioning, brick protection, boring/cutting of road and pipe shall be measured & paid separately under appropriate item of this Schedule. (ii) Cost for Joints of cable with Lug/thimble for connections is included in the quoted rates.

Supply and laying or fixing or laid in trenches / ducts / through pipes / in floors / under roads / under hard standing /along poles and testing, Cross linked Polyethylene (XLPE) LT Cable, XLPE Insulated, PVC inner sheathed, bedded, galvanised steel strip or wire armoured cable (heavy duty) 1100 volt grade with stranded aluminium conductor having cross sectional area 35 Sqmm 3.5 core conforming to IS-7098 (Part-I)-1988 with upto date amendments, complete all as specified and as directed. Note :- (i) Excavation, earth work, sand cushioning, brick protection, boring/cutting of road and pipe shall be measured & paid separately under appropriate item of this Schedule. (ii) Cost for Joints of cable with Lug/thimble for existing/proposed street light junction box is included in the quoted rates.

Supply and laying or fixing or laid in trenches / ducts / through pipes / in floors / under roads / under hard standing /along poles and testing, Cross linked Polyethylene (XLPE) LT Cable, XLPE Insulated, PVC inner sheathed, bedded, galvanised steel strip or wire armoured cable (heavy duty) 1100 volt grade with stranded aluminium conductor having cross sectional area 25 Sqmm 4 core conforming to IS-7098 (Part-I)-1988 with upto date amendments, complete all as specified and as directed. Note :- (i) Excavation, earth work, sand cushioning, brick protection, boring/cutting of road and pipe shall be measured & paid separately under appropriate item of this Schedule. (ii) Cost for Joints of cable with Lug/thimble for existing/proposed street light junction box is included in the quoted rates.

Supply and fixing 1100 Volt grade, PVC insulated and FRLSH PVC Round/flat Sheathed, Copper Conductor (flexible) industrial cable 1.5 Sqmm two core for connection to street light fitting and wire drawn through inside of tubular poles or along existing protection pipe of pre-stressed concrete pole complete all as specified and as directed by Engineer-in-charge.

Supply and erecting factory made Steel Tubular swaged pole complete with cast iron/mild steel base plate, finial taper plug, bolts, nuts and screws, as specified type 410-SP-31 (9 metre long) conforming to IS-2713 (Part-I & II), welded and reduced section and longitudinal weld seam throughout entire length of pole, duly painted with two coats of black bituminous paint throughout internally and externally upto planting depth and remaining external portion of pole with two coats of aluminium paint over a coat of red oxide primer, after erecting painting to pole upto 1.5 metre height from PCC coping with two coats of synthetic enamel paint in alternate colours as decided by GE strips 30 cm wide each strip (05 Nos) including marking pole number in letters & figures of size not less than 10cm height with red colour enamel paint complete all as specified and as directed. Note:- (i) Excavation, earthwork and PCC shall be measured and paid separately under respective item of Sch. (ii) Srl number will be issued by Engineer-in-Charge.

Material and labour for Brackets made out of GI tubing ISI marked light grade 32mm dia, 1.5 metre long bent to shape at 120 degree angle at half metre from bottom, including two Nos clamps made out of MS Flat iron size 40x5 mm for fixing of bracket on steel tubular pole for LED light fittings with suitable nuts and bolts including painting to pipe, MS clamp and nut bolts with two coats of aluminium paint over a coat of red oxide primer complete all as specified and as directed.

Material and labour for boring of holes under main road pavement, hard standing or any other situation by manual mean for accommodate and inserting 80mm bore GI tube ISI marked (light grade) in the drilled holes, including returning, filling in the end working space including removal of surplus soil and making good the surface complete all as specified and as directed. Note ; Cable shall be measured and paid separately)

Supply & laying for GI tubing ISI marked light grade 50 mm dia for passing of cable/ laid in trences/ fixed on pole/ walls/laid under floors/ roads/insert in bore hole etc including fitting complete all as specified and as directed. Note:- Excavation, earthwork shall be measured and paid separately under respective item of Sch.

Taking down/out existing street light LT cable 10 to 16 Sqmm 4 core from poles / treanches / under roads etc and depositing in MES store yard complete all as specified and as directed by Engineer-in-charge. Note : Cost of Earth work where required shall be included in the quoted rates.

Supply and fixing energy efficient LED street light fitting of 45W pressure die cast aluminium housing/body, heat resistant clear toughened glass, better optics for uniform distribution street/Roadway luminaire, with driver, including electric connection, complete fitting with all accessories and following specifications complete all as specified and directed by Engineer-in-Charge :- (a) Lumen system efficacy of luminaire should be minimum 105 Lumen per watt. (b) Input Voltage range : 140 to 270 volts (c) Temp operating range : Minus 10°C to Plus 50°C (d) Power factor : Minimum 0.95 (e) THD : Max10%. (f) IP rating : Minimum IP65. (g) IK rating : Minimum IK07 (h) Built in potted LED Driver of the make as of the luminaire. (j) LED driver should be complete with all protections viz open/short circuit protection, over voltage protection, all as per standard design of manufacturer. (k) Surge protection 10 kV (inbuilt + extended) (l) CCT : 5700 K. (m) CRI : Morethan 70 (n) Lens - High Efficiency wide angle lens. (o) BIS Approved fixtures and driver (p) Rated life time : 50000 burning hrs @L70 (Average 10 to 12 hrs daily)

Supplying, installing, commissioning and testing complete of manufacturer or OEM (Original Eqpt Manufacturer) manufactured and tested static Diesel Engine driven Generating Set, radiator cooled, with AMF panel capable of delivering 20KVA (18 KW) or nearest higher rating 415 volts AC 3 phase, 4 wire system of supply, 50Hz. The DG set shall consist of diesel engine coupled through flexible coupling to matching alternator and mounted on foundation pads on common base frame in the CPCB approved acoustic enclosure (the complete set confirming to and test certificate as per CPCB norms and as specified) with AMF control panel standardised by manufacturer instruction complete all as specified and as directed and comprising with the following:-

Engine (Prime mover) : Diesel Engine 1500 RPM of suitable HP as recommended by manufacturer but not less than 25.5 BHP (at rated RPM), water cooled, 2 cylinder, inline, 4 stroke, confirming to ISO 3046 / BS 5514 with turbo charged air cooled , 1x88 AH 12 Volts batteries start, mechanical FIP, Electronic Governor, pulse tuned exhaust manifold, stainless steel exhaust flexible connection complete with flywheel and all standard fittings/fixture as per manufacturing practice including suitable engine control panel with tachometer, lub oil temp and pressure gauge, water temp starter, dynamo, fuel tank, fuel and lube oil filter, Dry type replaceable paper element air cleaner etc.

Alternator : AC alternator, self-excited, self-regulated, self-ventilated, brushless design, confirming to BS 2613/5000, 3 phase, 415 volts, 4 wire rated line current min 31 Amps output at PF 0.8, 1500 RPM, insulation class ‘H’ enclosure IP 23 complete with AVR with ± 1% voltage regulation, directly coupled to and matched with engine.

Anti-vibration pad for mounting engine alternator assembly on the base frame/plate.

Base frame/plate made out of structural steel as per manufacturer’s recommended design/specifications.

Acoustic Enclosure : Factory assembled complete fitted in acoustic enclosure (sound proof canopy of authorised OEM of manufacturers of DG set ) approved by National Physical laboratory as per CPCB latest norms/regulation. Engine alternator assembly mounted with silencer and SS exhaust bellow suitable optimised to meet stringent noise emission standards as laid down by MOEF/CPCB. Base rail with draw out type fuel tank provided with drain plug, air vent, inlet and out let connection, level indicator, manhole etc

01 No 12 volt x 88 AH maintenance free batteries complete with suitable size copper lead.

AMF control panel : RAL 9003 white powder coated control panel made out of CRCA sheet provided with AMF system (automatic starting of main failure) and Start Stop push button for manual operating, MCCB of suitable rating with short circuit protection, controller which display voltage, current, KW, PF, Frequency, KWH, lube oil pressure, indicating lamps for ‘load ON’ and ‘set running’ current transformer of suitable rating etc, aluminium bus bar of suitable rating with incoming and outgoing termination complete all as per manufacturer’s recommended design/specifications.

Note :- (i) Any item left out for successful operation of AMF panel is deemed to be included in overall cost quoted. (ii) DG set should be sound proof as per latest policy (iii) Cost of maintenance free batteries as per recommendations of manufacture shall deemed included in unit rate quoted by contractor (iv) Cost of PCC foundation as per recommendations of manufacturer shall deemed included in unit rate quoted by contractor. (v) Initial filling of lubricating oil/coolant and fuel required for testing of DG set shall be provided by the contractor without any extra cost. (vi) Exhaust from DG set shall be as per latest CPCB [II] norms. Alternatively emission control device within overall cost quoted shall be provided (vii) Pre commissioning test shall be carried out by rep of Accepting Officer. All necessary equipment’s, consumables and T&P required for successful completion of the test shall be arranged by the contractor and cost for the same shall deemed included in unit rate quoted by contractor.

The contractor shall supply following maintemance spare part and tool kit for the generator set :- (i) Fuel filter - 02 Nos (ii) Lube oil filter - 01 No (iii) Air filter - 01 No (iv) V-belt - 02 Sets (v) Tool kit socket set - 01 No (vi) DE Spanner set - 01 No (vii) Ring Spanner set - 01 No (viii) Clamp meter - 01 No

Material and labour for Earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried 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 metre below normal ground level, connected to and including GI earthing strip 32x6mm by means of GI bolts/nuts/washers and protected by 40 mm bore GI light grade pipe upto test point or upto main switch board / electric equipment / pole / lightning arrestor / HT/LT equipments / GODO switch etc, fixing with 02 Nos nuts and bolts and protection pipe fixed with and including flat iron clamps, bolts, nuts and washers. Earth plate shall be surrounded by alternate packed layer 15 cm thick of charcoal or coke and common salt all around bottom and top. 20 mm bore GI medium grade pipe for watering and including funnel, wire mesh, PCC chamber pit made with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type of soil, returning filling and disposal of surplus soil to a distance not exceeding 50m, Pit cover 40mm thick made with RCC (1:2:4) type B1 (using 20 mm graded stone aggregate) including TMT reinforcement 8mm dia @ 75mm c/c both way, MS handle 12mm dia, cover rest on MS angle iron frame 40x40x6mm embeded in concrete duly painted with two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified & shown in electrical plate No. 3 of SSR 2009 (Part-I) complete all as specified and as directed by Engineer-in-charge. Note:- (i) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) Protection pipe and GI earthing strip upto electric equipment from top of earth plate shall be included in the unit rate of this item. (iii) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.

Material and labour for Earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried 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 metre below normal ground level, connected to and including GI earthing wire of size 4 mm dia by means of GI bolts/nuts/washers and protected by 15 mm bore GI light grade pipe upto test point or upto main switch board / electric equipment / pole / lightning arrestor / HT/LT equipments / GODO switch etc, fixing with 02 Nos nuts and bolts and protection pipe fixed with and including flat iron clamps, bolts, nuts and washers. Earth plate shall be surrounded by alternate packed layer 15 cm thick of charcoal or coke and common salt all around bottom and top. 20 mm bore GI medium grade pipe for watering and including funnel, wire mesh, PCC chamber pit made with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type of soil, returning filling and disposal of surplus soil to a distance not exceeding 50m, Pit cover 40mm thick made with RCC (1:2:4) type B1 (using 20 mm graded stone aggregate) including TMT reinforcement 8mm dia @ 75mm c/c both way, MS handle 12mm dia, cover rest on MS angle iron frame 40x40x6mm embeded in concrete duly painted with two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified & shown in electrical plate No. 3 of SSR 2009 (Part-I) complete all as specified and as directed by Engineer-in-charge. Note:- (i) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) Protection pipe and GI earthing wire upto test point or upto electric equipment from top of earth plate shall be included in the unit rate of this item. (iii) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.

Supply, installation, commissioning and testing of factory made cubical type LT panel Board of Suitable size (CPRI approved) out door type dust proof, vermin proof with IP 65 protection, with canopy slope, made out of CRCA sheet 3.15 mm thick powder coated with seven tank process, fully compartmentalized inside panel with 2 mm thick CRCA sheet powder coated, to accommodate the incoming and outgoing each switch gear shall have be independent opening and having provision for front and rear side opening with double door with hinges including locking arrangements including provision of rubber beading and magnetic catcher, mild steel cable glands for each cable to make it weather and vermin proof, provision of air fins for ventilation, complete with aluminium bus bar capacity 100 Amps 04 Nos Three Phase and neutral (TPN) (in Separate chamber), bus bar fixed on epoxy coated insulator and provision with 1100 volt grade heat shrinkable type sleeves and housed in independent chamber having access both from front and back side, panel shall be mounted on angle iron frame and 04 No legs made from angle of size 40x40x6mm, legs shall be 750 mm long, 450 mm grouted in blocks of PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) with 300 mm ground clearance, frame and legs duly spray painted internally and externally with two coats of synthetic enamel paint over a coat of red oxide primer, danger notice plate for LT with conventional skull and bones duly riveted/pasted to the panel board door, complete including all connections incoming / out going all as directed by Engineer-in-charge and comprising of following accessories :-

MCCB 63 Amp, 4 Pole 50 Hz, 415 V, 16KA with adjustable thermal & megnatic release – 01 No (incoming)

MCCB 32 Amp, 4 Pole 50 Hz, 415 V, 10KA with adjustable thermal & megnatic release – 02 Nos (outgoing)

LED Indicated Lamp (R,Y,B) for three phase - 01 Set

Internal power and control wiring with suitable size PVC insulated multistranded copper wire.

Note :- (i) All type of spares such as glands, lugs, nuts, bolts etc, necessary excavation and earthwork, PCC work and making good disturbed surfaces shall deemed to be included in the quoted unit rate. (ii) Drawing of panel shall be approved by GE before fabrication.

Supply and fixing cable junction box of minimum Size 210mm x 155mm x 92mm or any other higher size complete with fixing accessories. Junction box should be insulated and made out of polycarbonate with glass fiber re-inforced material. The polycarbonate junction box shall be environment frinedly, recyclable, UV resistant, halogen and silicon free, anti acid and anti corrosive. The junction box knock out on four side wall and following specifications and all as directed by Engr-in-Charge :- (a) The junction box shall be rated for degree of IP 66 (ingress protection) in accordance with IEC 60529. (b) The gasket material shall be polyurethane or silicon and gasket shall be internally embedded and 63 A four pole terminal stud. (c) Junction Box must meet the provision laid down in IEC 60998-1, IEC-60670-22, IEC-60670-22, IEC 60670-2 to 5 and grey color according to RAL 7035. (d) The manufacturer of junction box shall submit a copy of IEC certificate and glow wire test for 960 degree. (e) Junction box shall be fire retardant and self extiguishing in accordance with IEC60695-2 to 11, DIN VDE 0304 Part-3, UL94 V-2 flammability standard. (f) The impact strength of polycarbonate enclosures /boards i.e. the degree of protection against mechanical load shall be in accordance with EN 50298-98 for IK08. (g) Junction box with stud type terminal, 63A flame retardant one number 5 Amp MCB SP 10KA (h) Manufacturer should submit routine test certificate for junction box. (j) Clamps and screws for fixing of junction box shall be made of SS

PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in foundation, around the poles/stay etc including necessary form work, finishing the exposed surfaces of the concrete even & smooth without using extra cement, complete all as specified and as directed. (Note :- Volume of pole / strut / stays embedded in concrete shall be deducted for the purpose of payment)

Material and labour for PCC (1:2:4), type B-2 using 40 mm graded stone aggregate as in coping, pedestal coping, mud stops, bed block & similar work etc including weatherings, slightly rounded or chamfered angles complete all as specified and as directed by Engineer-in-charge.

Supply and fixing Sheet metal enclosure Bus bar chamber made out of CRCA sheet 3.15mm thick powder coated, openable single dooor with locking arrangement consisting 04 pole 63 Amp 415 volts copper bus bar Each Set suitable for connecting cables as a junction incoming & outgoing total No 4 ways including connecting of existing cables with suitable sizes aluminum thimbles, bus bar chamber shall be mounted on angle iron frame and legs made from angle of suitable size, legs shall be grouted in PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) including earth work complete all as specified and as directed by Engineer-in-charge.

M/s Khanna Enterprises

BHULLARCONSTRUCTIONS

Pawansut Infra Projects Private Limited

Ram Parkash Constructions Pvt. Ltd.

A S CONSTRUCTION COMPANY

M/S Shiv Shakti Enterprises

Dasmesh Buildcon

M/s Kataria Construction Company

ENGINEER CONSTRUCTION PVT. LTD.