PROVN OF PERIMETRE ROAD AND SECURITY LIGHTS IN DOMESTIC AREA AT AF STATION MAHARAJPUR

Amount

Dismantling of brickwork of any description and in any position built in cement or cement lime mortar including all quoins, arches, pillars & removal of rubbish out off the AF station premises / MOD land etc complete all as specified and directed.

Surface dressing n exc 15 cm deep as in road formation & berms including removing vegetation/spoil to a distance n.exc 50 metre etc. complete all as specified and directed.

Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed.

Rough excavation n.exc. 1.5M deep & getting out in soft/loose soil complete all as specified & directed.

Excavation over area not exceeding 1.5Mtr deep and getting out in soft / loose soil complete all as specified & directed.

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc. not exceeding 10 sq m on plan and getting out in soft/loose soil etc. complete all as specified and directed .

Excavation in trenches not exceeding 1.5m wide and exceeding 1.5m but not exceeding 3.0 mtr in depth for foundation etc. not exceeding 10 sq m on plan and getting out in soft/loose soil etc. complete all as specified and directed .

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

Removing excavated soil not exceeding 50 metre & depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed.

Removal of excavated soil to a distance exceeding. 50 Mtr but not exceeding 100 Mtr and deposited where directed for forming embankment complete all as specified and directed .

Removal of excavated soil to a distance exceeding 100 Mtr but not exceeding 250 Mtr and deposited where directed for forming embankment complete all as specified and directed .

Removal of excavated soil to a distance exceeding. 1.5 Km but not exceeding 2.5 Km and deposited where directed for forming embankment complete all as specified and directed .

Forming embankments with available excavated soil including raising ( or lowering) earth, spreading in layers n. exc. 30 cm thick , watering, ramming / rolling and finishing to required size, shape & profile etc n.exc. 1.5 mtr high from base complete all as specified & directed.

M&L for plain cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation for wall complete all as specified and directed.

M&L for plain cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation & bed for drain complete all as specified and directed.

M&L for PCC (1:2:4) type B-0 (using 12.5 mm graded crushed stone aggregate) as in coping including weathering slightly rounded or chamfered angle, use & waste of form work, surface finished rough in form work complete all as specified and directed.

M&L for reinforced cement concrete M-25 (design mix) (using 20 mm graded crushed stone aggregate ) as in band / beam for masonry retaining wall etc.complete all as specified & directed. (Note: Formwork and reinforcement shall be measured and paid separately).

M & L for precast plain cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in bond stone for stone walling laid and set in cement mortar (1:4) complete all as specified & directed.

M&L for factory made precast cement concrete Kerb stone of required shape & size using PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) set in cement mortar 1:4 complete all as specified & directed. Note:- Kerb stone shall be factory made, moulded with chamfered angle at top, finished even & smooth all as directed.

M&L for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds, etc (inner girth only to be measured) complete all as specified and directed.

M&L for forming fair finished drain or channel 60 to 100 cm inner girth in cement concrete using extra cement including forms, moulds, etc (inner girth only to be measured) complete all as specified and directed.

M&L for walling of random rubble, un coursed, well bonded, bedded and solidly hearted built in cement mortar 1:4 complete all as specified & directed.

M&L for stone filling (from approved quarry) in hand pitching, laid dry, hand packed tightly etc as in weep holes complete all as specified & directed.

M&L for fly ash brick masonry using old size bricks built in cement mortar 1:4 straight or curved on plan exceeding 6.0 M mean radius as in drain / manhole complete all as specified and directed.

M & L for formwork to sides of RCC band / beam in retaining wall with fair finished surface of concrete etc complete all as specified and directed.

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

M&L for TMT bars 5mm dia and over up to 10 mm dia for stirrups 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, etc complete all as specified and directed.

M&L for plain cement concrete 1:4:8 type D-2 using (40 mm graded crushed stone aggregate) 100 mm thick as in bed to drain pipes including packing under and haunching against sides of pipes after they are laid and tested for 150mm bore pipe complete all as specified and directed.

M&L for preparation of newely plastered surfaces of wall / coping and applying three coat of white wash complete all as specified & directed.

M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel ( 1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 surface finished smooth for 150mm bore pipes complete all as specifed & directed.

M&L for Reinforced concrete pipes, class NP-3 150 mm bore with coller laid in trenches and jointed in cement mortar 1:2 with spun yarn and tested complete all as specified and directed.

M&L for 450 mm bore Reinforced Concrete Pipe, class NP3 with collar, laid in trenches and jointed in cement mortar 1:2 with spun yarn etc complete all as specified and directed.

M&L for 600 mm bore Reinforced Concrete Pipe, class NP3 with collar, laid in trenches and jointed in cement mortar 1:2 with spun yarn etc complete all as specified and directed.

M& L for Key pointing in cement mortar 1:4 to random rubble masonry, uncoursed or brought upto course complete all as specified & directed

M&L for 15mm thick rendering in cement mortar 1:4 on fair face of brick masonry or on concrete, surface finished even & smooth using extra cement complete all as specified and directed.

Rolling and consolidation of formation surface in cutting or embankment with 8 to 12 tonne power roller to required level and gradient, camber including watering when required etc complete all as specified and directed.

M&L for 150 mm thick (Spread thickness) granular sub base(GSB) Grading - II using Stone aggregates of size 40mm to 60 mm interstices filled, laid in single layer, spread, rolled & consolidated to required gradient & camber using power roller 8 to 12 tonne capacity etc complete all as specified and directed.

M&L for 200 mm (spread thickness) granular sub base (GSB) Grading -II using graded stone aggregate of size 40mm to 60 mm intertices filled, laid in single layer, spread, rolled and consolidated to required gradient and camber etc complete all as specified and directed.

M&L for 150mm thick (compacted thickness) wet mix macadam (WMM) laid using mechanical paver in 2 layers each of 75 mm thick (compacted thickness ) using crushed stone aggregate of approved grading, rolled and consolidated to gradient and camber using power roller 8 to 12 tonne capacity including necessary lateral support and form work, if required using crushed stone etc complete all as specified and directed.

M&L for preparation of unsurfaced WMM surface by brushing with wire brushes for removing caked mud etc sweeping with broom and finally fanning the surfaces with air compressor to remove all loose dirt and dust etc. and applying evently a priming / tack coat with bituminous primer (paving bitumen VG-30) @ 10 Kg per ten Sqm of road surface complete all as specified & directed.

M&L for providing 100 mm thick (spread thickness) moorum or red bajri in road berms spread, rolled & consolidated to gradient & camber required complete all as specified & directed.

M&L for premix bituminous macadam using binder paving bitumen (VG-30) @ 4.5% by weight of total mix, mixed in automatic hot mix plant and laid by using self propelled mechanical paver, consolidated thickness 75 mm or less laid/ rolled and complacted to required gradient and camber using 8 to 12 tonne power road roller to achieve uniform smooth surface etc complete all as specified & directed. Note:- In the event of increase in percentage of binder content as per job mix formula, nothing extra shall be admissible and quoted rate are deemed to include for the same.However, in case bitumen requirement is less than 4.5% the same shall be regularised as per actual mix design with minus adjustment of less bitumen @ Rs. 50.00/Kg

M&L for preparation of premix bituminous macadam surface by brushing with wire brushes for removing cakes mud etc sweeping with brooms and finaly fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying a tack coat using bitumen VG-10 grade @ 5 Kg / 10 Sqm complete all as specified & directed.

M&L for providing 40 mm consolidated thickness bituminous premixed asphaltic semidense concrete with marshal stability 1050 Kg using binder (VG-30) contents @ 5.5% by weight of total mix, mixed in automatic hot mix plant & laid in single layer using self propelled mechanical paver rolled and compacted with power road roller 8 to 12 tonne capacity and consolidated to required gradient & camber etc complete all as specified & directed. Note:- In the event of increase in percentage of binder content as per job mix formula, nothing extra shall be admissible and quoted rate are deemed to include for the same.However, in case bitumen requirement is less than 5.5% the same shall be regularised as per actual mix design with minus adjustment of less bitumen @ Rs. 50.00/Kg.

M& L for preparation of existing black top surfaces by brushing with wire brush or removing caked mud & cat eyes /road studs of any type /pattern etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a tack coat with bituminous primer (paving bitumen) VG-30 @ 5 Kg per 10 Sqm using mechanical sprayer and providing 30 mm (consolidated thickness) bituminous premixed asphaltic semidense concrete with marshal stability 1050 Kg using binder paving bitumen (VG-30) contents @ 5.5% by weight of total mix, mixed in authomatic hot mix plant & laid in single layer using self propelled mechanical paver rolled & compacted with power road roller 8 to 12 tonne capacity and consolidated to required gradient and camber etc complete all as specified and directed. Note:-In the event of increase in percentage of binder content as per job mix formula ,nothing extra shall be admissible and quoted rate are deemed to include for the same. However, in case bitumen requirement is less than 5.5% same shall be regularized as per actual mix design with minus adjustment of less bitumen @ Rs 50 per Kg.

S&F 75mm bore low density polyetylene (LDPE) pipe of pressure rating 6 Kgf/Sqm laid & embedded in RR masonry wall in short length as weep hole etc complete all as specified and directed.

Supply and spreading clean, dry, fine river sand as sand cushion for UG electric cable laid in two layers (8 cm thick before laying of cable and 15 cm after laying of cable) total 23 cm thick including gently punning around cable complete all as specified and directed.(Note :-Punned thickness shall be measured for payment.)

Supply and Laying Fly ash sub clas B brick old size laid dry flat width equal to the length of brick in trenches for cables protection complete all as specified and directed.

Supply, laying , jointing & testing of HT XLPE cable 185 Sqmm, 3 core, 11000 volt grade (earthed) screened, PVC E grade insulated, bedded, galvanised steel strip armoured (Heavy duty) with aluminium stranded conductor, ISI marked IS-7098 (Part-I) 1977 and part-II of 1985 laid in pipe / ducts/ trenches under floor and road or fixed to wall etc complete all as specified & directed.(Note:- Excavation & earthwork shall be measured & paid under respective item.)

Supply, laying , jointing & testing of HT XLPE cable 95 Sqmm, 3 core, 11000 volt grade (earthed) screened, PVC E grade insulated, bedded, galvanised steel strip armoured (Heavy duty) with aluminium stranded conductor, ISI marked IS-7098 (Part-I) 1977 and part-II of 1985 laid in pipe / ducts/ trenches under floor and road or fixed to wall etc complete all as specified & directed.(Note:- Excavation & earthwork shall be measured & paid under respective item.)

Supply ,laying, connecting and testing LT 1100 volt grade XLPE insulated, screened PVC bedded, galvanised steel strip armoured electric power cable( heavy duty) ISI marked with stranded aluminium conductor, cross-sectional area 50 sqmm 3.5 core complete all as specified and directed. (Note:- Excavation & earthwork shall be measured & paid under respective items)

Supply ,laying, connecting and testing LT 1100 volt grade XLPE insulated, screened PVC bedded, galvanised steel strip armoured electric power cable( heavy duty) ISI marked with stranded aluminium conductor, cross-sectional area 25 sqmm 4.0 core complete all as specified and directed. (Note:- Excavation & earthwork shall be measured & paid under respective items)

Supply ,laying, connecting and testing LT 1100 volt grade XLPE insulated, screened PVC bedded, galvanised steel strip armoured electric power cable( heavy duty) ISI marked with stranded aluminium conductor, cross-sectional area 16 sqmm 4.0 core complete all as specified and directed. (Note:- Excavation & earthwork shall be measured & paid under respective items)

Supply ,laying, connecting and testing LT 1100 volt grade XLPE insulated, screened PVC bedded, galvanised steel strip armoured electric power cable( heavy duty) ISI marked with stranded aluminium conductor, cross-sectional area 16 sqmm 2.0 core complete all as specified and directed. (Note:- Excavation & earthwork shall be measured & paid under respective items)

Supply ,laying, connecting and testing LT 1100 volt grade XLPE insulated, screened PVC bedded, galvanised steel strip armoured electric power cable( heavy duty) ISI marked with stranded aluminium conductor, cross-sectional area 10 sqmm 2.0 core complete all as specified and directed. (Note:- Excavation & earthwork shall be measured & paid under respective items)

M&L for drilling suitable dia horizantal bore holes below Road /Hard standing (without disturbing the road surface)for insertion/laying of 40mm bore GI tubing ( not more than 8 mtr wide) using mechanical devices as required at site including making good disturbed end surface to match with the existing strata after laying pipes complete all as specified and directed.

Supply and laying GI tubing light grade, ISI marked, 40 mm bore with all fittings, (such as socket & short pieces) laid in trenches across road etc for protection of cable complete all as specified and directed.

Material and labour for earthing with Galvanised steel earth plate electrode 600mm X 600mm X 6mm thick buried directly in ground vertically earth pit not less than 2.25 meter deep below normal ground level (with top edge of earth plate not less than 1.5 meter below ground level) connected to GI iron strip 32 mmX 6 mm as earthing lead by means of bolts, nuts and washers all as shown in electrical plate No 3 of MES Scedule part I (2009) connected to earth test point including adequate quantity of charcoal dust and common salt., PCC (1: 3 : 6) type C-1 chamber for earth pit with 40x40x6mm mild steel angle iron frame for cover. precast RCC cover 40mm thick (1:2:4) type B1 using 20 mm graded stone aggregate reinforced with 8 mm dia round bars both ways with MS handle 8 mm dia. PGI funnel and wire mesh, 20 mm dia GI pipe medium grade for watering and 40 mm bore medium grade earth lead protection pipe. complete all as specified and directed. Notes: 1. Earth lead & protection pipes length upto & including 7.50 metre. 2. Earth filling shall be done by vegetable soil. 3. Soil should be free from stone, boulders, aggregate, gravels etc.

M&L for Earthing complete with galvanised steel earth plate electrode, 600mm x 600mm x 6mm thick, buried directly in the ground (earth pit not less than 2.25m deep below normal (ground level) with top edge of the plate not less than 1.50m below ground level connected to galvanized iron wire 4mm dia as earth lead by means of bolts, nuts and washers of GI up to test point, GI tubing 15mm bore medium grade protection pipe, GI watering pipe 20mm bore medium grade with funnel and wire mesh, charcoal and salt, 40mm thick pre-cast RCC (1:2:4) type B-0 (Nominal mix) cover reinforced with XPM (weighing n.less than 4 Kg/Sqm) with suitable steel handle, and angle iron 40X40X3mm frame and chamber of PCC (1:3:6) type C-0 (including earth work in any type of soil, removal of surplus soil to a distance n.exc.50m) and connecting, testing , all as shown on electric plate No. 03 of SSR-2009 Part-I, complete all as directed. Notes: 1. Earth lead & protection pipes length upto & including 7.50 metre. 2. Earth filling shall be done by vegetable soil. 3. Soil should be free from stone, boulders, aggregate, gravels etc.

Taking down existing HT 11.0 mtr steel tubular pole including cross arms with pin insulators complete all as specified and directed.

Taking down existing LT 9.0 mtr steel tubular pole including cross arms with pin insulators complete all as specified and directed.

Taking down existing LT UG cable of 6/10 sqmm x 2 core from trenches complete all as specified and directed.

Dismantling & taking out of ACSR conductors complete all as specified & directed.

Dismantling, disconnecting and taking out the existing unserviceable line insulators of any type including hardware complete all as specified & directed.

Supply and erection of steel tubular pole swaged type 410-SP- 55 (HT 11.00 mtr long pole) conforming to IS: 2713 factory pre red oxide primered with 6mm thick MS welded base plate, pole cap all as specified in & including following :- (a) Excavation for pole foundation & getting out in any type of soil , RFR and disposal of surplus soil to a distance not exceeding 50 mtrs. (b) M&L for PCC 1:4:8, type D-2 (using 40mm graded crushed stone aggregate) in foundation filling and mass concrete for padding of size 900mmx600mm x 150 mm cross section under pole foundation complete all as specified and directed. (c) M&L for providing PCC 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete for pole of size 900mm x 600mm x 1800 mm complete all as specified and directed. (d) M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate for coping of size 600mm X 600 mm X 300mm high above GL. (e) M&L for painting of pole externally with one coat of black bituminous paint (upto planting depth) and above plinth block concrete collar with two coat of aluminum paint over a coat of red oxide primer including preparation of surface including painting of 30 cm wide bands 3 Nos with synthetic enamel paint of appropriate colour in alternate layer upto the height of 1.5 m above plinth block. (f) M&L for writing letter or figures (Block Roman, Italic as Indian) with thick synthetic enamel paint of apprised shade not exceeding 5 cm height including numbering of pole complete all as specified and directed. (g) Painting of coping with cement base paint all as directed. NOTE : Manufacture's test certificate will be produced before execution work.

Supply and erection of steel tubular pole swaged type 410-SP- 31 (LT 9.00 mtr long pole) conforming to IS: 2713 factory pre red oxide primered with 6mm thick MS welded base plate, pole cap all as specified in & including following :- (a) Excavation for pole foundation & getting out in any type of , RFR and disposal of surplus soil to a distance not exceeding 50 mtrs. (b) M&L for PCC 1:4:8, type D-2 (using 40mm graded crushed stone aggregate) in foundation filling and mass concrete for padding of size 900mmx600mm x 150 mm cross section under pole foundation complete all as specified and directed. (c) M&L for providing PCC 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete for pole of size 900mm x 600mm x 1500 mm complete all as specified and directed. (d) M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate for coping of size 600mm X 600 mm X 300mm high above GL. (e) M&L for painting of pole externally with one coat of black bituminous paint (upto planting depth) and above plinth block concrete collar with two coat of aluminum paint over a coat of red oxide primer including preparation of surface including painting of 30 cm wide bands 3 Nos with synthetic enamel paint of appropriate colour in alternate layer upto the height of 1.5mm above plinth block. (f) M&L for writing letter or figures (Block Roman, Italic as Indian) with thick synthetic enamel paint of apprised shade not exceeding 5 cm height including numbering of pole complete all as specified and directed. (g) Painting of coping with cement base paint all as directed. NOTE : Manufacture's test certificate will be produced before execution work.

S&F Cross arms, bracings,supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers,welding.bending cold or hot, drilling holes for bolts, in any shape or size as indicated and applying two coat of aluminium paint over a coat of primer complete all as specified & directed..

Supply, Jointing & testing cable jointing kit suitable for LT 1.1 KV grade cable for outdoor straight through cold shrink type joint with jointing material & accessoneries for LT cable 50 to 95 Sqm, 3.5 core, XLPE armoured with aluminium stranded conductor complete all as specified & directed .

Supply & fix cable jointing kit suitable for LT 1.1 KV grade cable for outdoor termination cold shrink type joint complete with jointing material & accessoneries for LT cable 50 to 95 Sqm, 3.5 core, XLPE armoured with aluminium stranded conductor complete all as specified & directed .

Supply & fix cable jointing kit suitable for LT 1.1 KV grade cable for outdoor termination cold shrink type joint complete with jointing material & accessoneries for LT cable 120 to 185 Sqm, 3.5 core, XLPE armoured with aluminium stranded conductor complete all as specified & directed .

S &F SMC pole mounted FRP box for street light control of size not less than 250mm X 200 mm X 100 mm single phase with neutral busbar connection with locking arrangments including necessary nut, bolt and clamps of the flat iron of size 25 mm x 4mm (duly painted) comprising of one no. MCB SP 6 Amps, 240 V, 10 KA, B series, ISI marked with proper fixing arrangments complete all as specified & directed.

M&L for 2 runs of 2.5 Sqmm single core PVC insulated and unsheathed copper conductor cable 1100 Volts grade drawn through steel tubular street light pole including necessary connection complete all as specified and directed.

Supply and fix LED street light fitting 45 watts (light colour -White/Warm white) made up of pressure die cast housing with toughned glass and individual high power LEDs with secondary optics, IP66 protection and impact resistance of IK07 and fixed with GI Bracket made out of 40 mm bore pipe, medium grade, 1.2 m length made to shape for fixing on pole and suitable for street light fitted with 02 Nos clamps of flat iron (25 x 3 mm), nuts,bolts and washers including painting with two coat of aluminium paint over a coat of primer complete all as specified and directed. Make- Havells Cat No. ENDURAPEARLNEOSL45WLED757SASYTOPC, Crompton Cat No. LSTP-45-CDL or Bajaj - BRLEP 45WLEDV2

S&F, Distribution Board for street light timer of timelite-32A, 3pole , 230V-analog time switch complete all as specified & directed. Make :- Cat part No. TLO32ABO of IndoAsian or equivalent of L&T/Havells/Legrand

Supply, install, testing and commissioning of static silent (Sound Proof enclosure) Diesel Engine Driven Generating Set capable of delivering 8 KW (10 KVA), water cooled, 415 Volts (AC three phase, 4 wire system of supply) 50 HZ at power factor 0.8 minimum. The DG Set shall consists of diesel engine coupled to a matching alternator, through flexible coupling and mounted on common base frame with AMFC Automatic on Mains Failure (AMF) control panel standardized by manufacturer, fuel tank with mounting arrrangements and inlet, outlet, return inlet oil arrangement, exhaust pipe complete suitable for conditions prevalent at Maharajpur (Gwalior) (Capacity of Engine, alternatore shall be worked out taking all derating factors into consideration) including PCC foundation ( of suitable size leaving at least 0.5 M all around for ease of movement and 0.6 M high above GL, anti vibration pads, including all features to comply with latest CPCB guidelines and Comprising of followings as in Srl No. 1.76, 1.77 & 1.78:-

(i) ENGINE (Prime Mover) : Diesel Engine 1500 RPM,direct injection, multi cylinders, four stroke conforming to ISO3046/BS 5514, water cooled, naturally turbo charged, capable of giving adequate BHP to drive Alternator capable of delivering 10 KVA (8KW) at outdoor atmospheric conditions at Maharajpur (Gwalior), (Taking all derating factor into consideration), 12/24 Volt (as per manufacturer recommendations) electric battery start, complete with fly wheel all standard fittings/fixtures as per manufacturer and including suitable panel with tachometer, lub oil temperature, pressure guage and frequency meters and also including self starter system, dynamo, fuel electric control panel with electronic governor (ECPG) and Engine protection system (Shut down, High water temperature, low lub oil, oil pressure, over speed etc) fuel tank and first fill of lub oil and other consumables etc complete.

(e) Frequency meter digital type 45 to 55 HZ - 01 No. (f) KWH Meter 3 phase unbalanced load 250 Amps capacity incl CT Coil - 01 Set. (g) All standard relays, circuits and protection required for automatic operation of Gen set. (h) By pass arrangement of suitable capacity. (v) ACOUSTIC ENCLOSURE : Sheet metal fabricated cope type silent enclosure manufactured on CNC machines as per CPCB norms and powder coated after seven tank process, the enclosure shall be designed for reducing the sound level to 75 DB (A) at a distance of 1 M at 75 % load under fields condition and 70 DB at 3 M from Gen set when DG set is working at full load along with testing conformance, labeling etc as laid down in GSR No 371 (E) dt 17 May 2002. (vi) Foundation/Platform/Base : Foundation shall be provided as specified in PS, however platform height 0.6 m above GL with having minimum 0.5 m space all around the platform. (vii) Diesel storage tank of adequate capacity for storage of diesel for 12 hours operation of Gen Set. (viii) MISC : Tool kit, Operation and Maintenance catalogue, spare parat list, overhauling manuals, guarantee card etc shall be provided as per manufacturer standard practices.

Supply, Installation, commissioning and testing HT 11 KV outdoor type gang operated air break switch suitable for horizontal or vertical mounted with drop out fuse having 12 insulators of rating up to 400 Amps complete all as specified & directed.

Supply,erection, Installation, commissioning and testing of 16 metre High Mast shaft in two section suitable to withstand 50 m/sec wind speed, with raising lowering system comprising head fram, luminiaries carriage suitable to install 8 Nos luminaries in symmetrical arrangement, aviation light with integral drive 8 to 10 watt 230 V LED die cast aluminium housing polycabonate dome, double drum winch, 6 mm diameter stainless steel wire rope, trailing cable connector, integral power tool motor, manual handle, junction box, lightening finial, (wiring material from JB to individual luminiaire & MCB in base compartment are included and are a part of installation) with foundation bolts manufactured from special steel along with nut washer, anchor plate and common template with outdoor type stand mounted feeder pillar with 63 A TPN MCB incommer, single dial time switch, 45 A TP contactors and raise / lower push button, incoming 10 Sqmm and outgoing 10 & 2.5 Sqmm terminal including provision of foundation in PCC (1:1 1/2:3) type A1 (using 20 mm graded aggregate) as per OEM design & drawing considering the safe soil bearing capacity 10 T/ Sqm at 2.0 Mtr depth including , wiring of luminaries with PVC insulated PVC sheathed suitable core flexible cable of copper conductor of suitable size, lugs & provision of 4 Nos GI pipe earthing ( 02 Nos for Mast & 02 Nos for electrical panel) with 2.5 mtr long 40 mm dia perforated GI pipe and connection to high mast earth terminal with 25 x 3 mm GI flats with all material and labour including installation of the electrical feeder pillar by grouting the stand in concrete padestal complete all as specified & directed. Note:- (i) All necessary earth work & PCC foundation as per OEM's design, drawing & specification shall be included in quoted rate. (ii) LED luminiaire will be measured & paid separately.

Supply and fix 3rd generation LED floodlight luminaire 1 x 240 / 250 watts with ultra sleek, light weight and with secondary optics, made of pressure die-cast housings with IP 66 rating with all fixing accessories complete suitable for highmast lighting all as specified and directed. Make : Bajaj cat part No. BJFL 240W LED (AMAZE LED) or Crompton Cat No. LSFO- 250-CDL/60 or Philips Cat No. BRP322LED240CWMRFGS4XTECLGR.

M/s Bijender Singh

RAVINDRA SALES

M/s Pragmatic Infrastructure Limited

Hindustan Co.Co

Shapers Constructions Limited

SHARDA CONSTRUCTIONS

Roshan Lal Talwar

PK Constructions

M/S BHARAT CONSTRUCTIONS