CONSTRUCTION OF PEB HANGAR WITH LEANS AND INFRASTRUCURE INCLUDING PROVISION OF NEW DISPERSAL WITH TWO TAXI TRACK AT INS BAAZ CAMPBELL BAY

Amount

NOTE: Schedule ‘A’ Part I is not prepriced by MES and prepriced rate indicated as 0.00 under Col.5 signifies this fact only. Bidder shall insert their rates in Green colour filled under Col-6.

Schedule 'A' Part I Analysis, design, detailing and supply of detailed Architectural & Structural drawings, and construction of Hangar of PEB structure of size 100mx60m, 14m height including Annexe (Admin/Tech Accn) on both sides of PEB Hangar in single / double storey (all dimensions as per Architectural drawings), all as specified and as under:- (i) Pre Engineered Building Steel structure for Hangar of size 100x60x14m (Clear inner dimensions) placed in between two annexes on RCC open foundation based on soil investigation Report (using RMC), anchor bolts, base plates and all structural steel items, rain water eaves-gutters and down take pipes, cable ducts, bird proofing of Aluminium alloy wire cloth net fixed with aluminium snap grid framework, etc., with electrically operated sliding doors with steel frame, etc., with Alu-Zinc colour coated profiled steel roofing sheets 0.6mm thick (TCT) and yield strength of 550 MPa in wall cladding and roofing (maximum of 15% roof / wall sheeting with semi transparent triple layer polycarbonate sheets), excluding PQC in hangar flooring but including epoxy flooring complete all as specified and as shown on drawings.

The rate includes the provisions of the following :- (a) Provision of necessary base plates including anchor bolts shall be deemed to be included in the unit rate. (b) Wall cladding on the building shall be provided as per drawings. Suitable eaves gutters and rainwater down take pipes as required shall be provided to divert rain water from the Hangar Roof to ground level. (c) Provision of necessary arrangement for fixing bird proofing shall be deemed to be included in the unit rate. (d) The rate is deemed to include the cost of design, fabricate and erect electrically operated (with manual option) sliding Hangar doors-on both sides of Hangar. The rate is deemed to include the cost of providing one wicket door of size 1m x 2m in one leaf of hangar door. (e) The rate is deemed to include the cost of epoxy flooring 5mm thick (Epoxy Quartz 4mm thick plus top self levelling floor 1mm thick) in floor area of hangar. (f) PQC in Hangar flooring shall be measured under respective item of BOQ. (g) Necessary foundation for hangar.

(h) The EOT crane should be designed and fabricated tested and commissioning in accordance with latest editions of IS-807, IS-3177 other relevant standard referred to there in the crane shall be provisions of suspended type capacity 5 Ton, operating current with 415 volts 3 phase 50 Hz, 4 wire, solidity earthed system with 8 mtr hook height and 30 X 30 mtr span level double girder type support alongwith all control power and control cable shall be clamp with group separately. All trailing cable shall be clamp with PVC or non metallic clamps. Make of Cranes: M/s Safex Energy Pvt Ltd, M/s Pioneer Cranes Elevators Pvt Ltd, M/s Dinesh Enterprises (ii) Annexes (admin/Tech Accn) on both sides of Hangar (Dimensions as per line plan), in single/ double storied as permanent structure with RCC framed construction based on RCC open foundation (using RMC) etc complete all as specified and as shown on drgs. (i) Annex (Admin/ Tech Block) - 4.5m ht (S/S) (ii) Annex (Admin/ Tech Block) -3.2m ht (D/S) (iii) Garage for light vehicles - 3.2m ht (S/S)

The rate includes the provisions of the following for here-in-before :- (i) The design has to be done by standard software of latest version. The rate shall deemed to include the cost of vetting of design of all structures (PEB Hangar, RCC foundations, Structural design of Annexes) by IITs/ IISC Bangalore/ SERCs. The design (showing full calculations & details) and drawings duly vetted by IITs/ IISc/ SERCs shall be submitted to the department as per time schedule communicated by the GE and as specified. (ii) The RCC structures should be designed as per IS.456-2000 and IS.1893-2002. Ductile detailing shall comply with provn as per IS.13920 and all relevant provns for seismic zone V area. (iii) Certificate from the vetting agency that the design is meeting all relevant codal requirements and design of building is structurally sound shall be furnished. (iv) All drawings for structural design, PEB structure including the details of expansion joints if any, details of structural members, junctions, structural plans, sections required for execution of works, etc., shall be furnished in original tracing alongwith soft copy in CD and 5 sets of hard copy. (v) Details of quantites of following items shall be furnished:- (a) Steel - Section wise (b) RCC - Grade and location wise (c) The technical parameters and site factors shall be considered all as per PS

GENERAL SUMMARY NOTE: Schedule ‘A’ Part - IA, II to XVII are prepriced by MES under Ser No. 4.00 to 21.00. Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only.

Lumpsum price worked out by the contractor for “BUILDINGS / STRUCTURES” as listed in Schedule ‘A’ Part - IA , inserted by MES

Lumpsum price worked out by the tenderer for "INTERNAL WATER SUPPLY" as listed in Schedule ‘A’ Part- II

Lumpsum price worked out by the tenderer for "INTERNAL ELECTRIC SUPPLY" as listed in Schedule ‘A’ Part- III

Lumpsum price worked out by the tenderer for "EXCAVATION& EARTH WORK INCLUDING SITE CLEARANCE AND LAND DEVELOPMENT " as listed in Schedule ‘A’ Part-IV

Lumpsum price worked out by the tenderer for " HARDSTANDING, DISPERSAL AND TAXI TRACK" as listed in Schedule ‘A’ Part- V

Lumpsum price worked out by the tenderer for "ROAD" as listed in Schedule ‘A’ Part- VI

Lumpsum price worked out by the tenderer for "SEWAGE DISPOSAL" as listed in Schedule ‘A’ Part- VII

Lumpsum price worked out by the tenderer for "AREA DRAINAGE" as listed in Schedule ‘A’ Part- VIII

Lumpsum price worked out by the tenderer for "RETAINING WALL" as listed in Schedule ‘A’ Part- IX

Lumpsum price worked out by the tenderer for "CULVERTS" as listed in Schedule ‘A’ Part- X

Lumpsum price worked out by the tenderer for "EXTERNAL WATER SUPPLY" as listed in Schedule ‘A’ Part- XI

Lumpsum price worked out by the tenderer for "EXTERNAL ELECTRIC SUPPLY" as listed in Schedule ‘A’ Part-XII

Lumpsum price worked out by the tenderer for "LIGHTNING PROTECTION " as listed in Schedule ‘A’ Part-XIII

Lumpsum price worked out by the tenderer for "HANGER LIGHTINGS" as listed in Schedule ‘A’ Part- XIV

Lumpsum price worked out by the tenderer for "FIRE FIGHTING / FIRE DETECTION AND ALARM SYSTEM " as listed in Schedule ‘A’ Part- XV

Lumpsum price worked out by the tenderer for "LAN NETWORK" as listed in Schedule ‘A’ Part- XVI

Lumpsum price worked out by the tenderer for "SPECIAL PROVISIONS (B/R)" as listed in Schedule ‘A’ Part- XVII

Subtotal

NOTE: Schedule ‘A’ Part - XVIII "MICELLANEOUS ITEMS" is not prepriced by MES and prepriced rate indicated as 0.00 under Col.5 signifies this fact only. Bidder shall insert their rates in Green colour filled under Col-6.

Site Clearance and land Development Filling of earth as in sub-grade using earth as approved by GE by mixing of earth with 2% of hydrated lime with suitable mechanical method including spreading, levelling, rolling and consolidating with 98% of modified protector density compaction complete all as specified. Note : (i) The properties/ suitability of earth obtained from excavation/ brought from outside should be checked as per requirement of MoRTH provisions before using for stabilization purpose. (ii) The rate is deemed to be included for finding out 'K' value by plate load test over the stabilized earth as directed by Engineer in charge. (iii) Hydrated lime shall be measured and paid separately under item No 24 here in after (iv) Earth required for the above item shall be measured and paid under relevant items of BOQ.

Supply only hydrated lime as per relevant IS complete all as specified and as directed.

Material and labour for laying non woven impervious mechanically bonded polypropylene geotextile of mass per unit area 440g/m2 confirmed as per manufacturer's specification (to be laid over sand) complete all as specified.

Labour only for preloading with stone aggregate over a portion of subbase area of Hanger/taxi track/RESS/Washing bay/ dispersal area etc as directed for 60 days, by transporting of aggregate from approved quarries, unloading directly over the said portion of area to be pre-loading, stacking to a height as required to achieve a load of 2000kg/sqm of area at the interface of subbase and subgrade all as specified and directed.

Labour only for preloading with stone aggregate over a portion of subbase of Hanger/taxi track/RESS/Washing bay/ dispersal area etc as directed for 60 days, by shifting of aggregate from distance n.exc 150m, stacking to a height as required to achieve a load of 2000kg/sqm of area at the interface of sub base and subgrade all as specified and directed.

Labour only for preloading with stone aggregate over a portion of subbase of Hanger/taxi track/RESS/Washing bay/ dispersal area etc as directed for 60 days, by shifting of aggregates from distance n.exc 100m, stacking to a height as required to achieve a load of 2000kg/sqm of area at the interface of subbase and subgrade and removing the aggregates from the above portion of area after the above specified period and depositiong seperately at a distance n.exc 250m for re-use in all concrete works (except PQC) all as speciifed and as directed. Note for item No 26.1 26.2 & 26.3. (i) The stone aggregate required to be used for pre-loading shall be graded stone aggregate required for concrete work in various items of Sch ‘A’ of tender i.e. Part-IA, VI, VII, VIII, IX & X available from local source and the stone aggregate for the items GSB, WMM & DLC i.e BOQ Item Sl No. 33, 34, 35, 36 & 37 shall be available source from main land. The stone aggregate used for preloading can be reused in respective works (except items of PQC) in the Schedules and BOQ of tender documents if it is satisfies criteria specified for respective items. However, the main land aggregates and local aggregates shall be suitably stacked for preloading in a manner so that both are easily identified for measurement and re-use. Total aggregate required for preloading shall be procured and brought to to the site by Contractor. Cost of aggregates and its transportation from approved quarries to the site of work as intended to use in preloading shall not be included in the rates quoted for item Nos 26.1 to 26.3 However contractor may claim cost of stone aggregates as ‘material laying at site’ after necessary approval and the same shall be adjusted from the cost of respective concrete items of work in the Schedules and BOQ of tender if it satisfies criteria speciified for respective items.

Note (ii) The aggregates shall be stacked over the portion of sub base area to a suitable height and side slope all as directed by the Engineer-in-Charge so as to achieve the specified load. The rates quoted by the contractor shall be deemed to cater accordingly. (iii) The rate quoted shall also to include for installation of consolidation stacks to monitor the consolidation at the interface of sub grade and sub base with respect to a fixed bench mark on daily basis for the entire period of pre-loading under the supervision of expert geo-technical agency all as directed and approved by GE including recording the daily settlement results as directed by GE and submission of daily records. (iv) The stone aggregates collected and stacked vide item No 26.1 shall be removed immediately after the specified period and loaded into another sub base area to a distance not exceeding 150m and as directed by Engineer-in-Charge which shall be measured and paid separately vide item 26.2. (v) Similarly the aggregates stacked vide item No 26.2 shall be removed immediately after the specified period and loaded into another sub base area to distance not exceeding 100m and as directed by the Engineer-in-Charge which shall be measured and paid separately vide item No 26.3 of this Schedule. (vi) The aggregates shifted from item No 26.2 and stacked vide item No 26.3 shall be re-used for the concrete & pavement works (except PQC) after clearing off the vegetation and deleterious materials including washing if required and brought to the specified specifications before use of the same in all concrete and pavement works (except PQC). Otherwise, the bottom and sides of the preloading shall be protected with sheeting or by any other means so that the aggregates should not be in contact with soil. The unit rate quoted by contractor shall be deemed to be inclusive of this provision. No extra cost will be allowed on account of cleaning of aggregates. The excess quantity of material, if any shall be removed from the site without any additional cost to the Govt.

(vii) The part wise sub base area to be pre-loaded shall be all as directed by the Engineer-in-Charge. The period of counting for individual item shall commence only after completing entire corresponding area catered vide item Nos 26.1, 26.2 & 26.3. (viii) The number of days catered in these BOQ items is only for guidance and the period may be extended/ decreased as directed by GE for achieving the complete dissipation of pore water with respect to surcharge loading and stoppage of settlement of soil strata. In the event of any variation in number of days, as actually required shall be done without any extra cost to govt. (ix)The rate quoted by the contractor shall deemed to have the provision of Piezometer (Casgrande type) including installation between sand piles / stone column in clay-silt strata, monitoring the pore pressure upto a depth, removing the same after recording the specified results at every 1m depth, etc., and also include the cost for supervision by an expert Geo-technical Agency as approved by GE for recording the pressure results and submission of reports to the GE after commencement of pre-loading over the sub-base area.

Forming embankment in shoulder using earth as approved by GE including raising (or lowering) earth, spreading in layers not exceeding 30cm thick, watering ramming/ rolling under optimum moisture content to 98% of standard proctor density and finishing to required size, shape, etc., not exceeding 1.50m high from base complete all as specified. Note :- (i) The properties/ suitability of earth obtained from excavation/ brought from outside MD land should be checked as per requirement of MoRTH provisions before using for embankment purpose. (ii) Earth required for the above item shall be measured and paid under relevant items of BOQ.

Rolling and consolidating the formation surfaces of shoulder in cutting/ filling including watering as necessary filling in the depressions with approved earth which occur during the process with 8-12 tonne power roller to required gradient and camber complete all as specified.

Rolling and consolidating the formation surfaces in cutting / filling to camber by using compactor of capacity exceeding 8 tonne and not exceeding 15 tonne or compaction methodology recommended by soil test agency to achieve the min 98% density of MDD determined under OMC using Modified Compactor Density (MCD) determination method as per IS code and to achieve stabilized 'K' value of min 2.0kg/cm2/cm of existing soil complete all as specified.

Supply of approved earth from outside MD land and depositing where directed at a level not exceeding 1.5m above the starting point all as specified.

Material and labour for boring holes of bore 500mm dia 2.5m deep in soil and getting out and disposal of spoil to a distance not exceeding 50m using DMC method (Direct Mud Circulation) and filling with aggregate of size not exceeding 63mm as in stone column for soil stabilization complete all as specified.

Material and labour for sand filling under flooring or in foundation including watering and consolidation complete all as specified.

HARD STANDING, DISPERSAL, TAXI TRACK, RESS, WASHING BAY AND HANGAR FLOOR Material and labour for granular sub base (GSB) of grade II, 150mm thick (compacted thickness) using 63mm size graded stone aggregate, depositing, spreading, interstices filled, surface formed, levelling in single layer of 150mm thick each, watering, rolling and consolidated to required gradient and camber using mechanical compactor of capacity exceeding 8 tonne and not exceeding 15 tonne or compaction methodology recommended by soil test agency to achieve the min 98% density of MDD determined under OMC using Modified Compactor Density (MCD) determination method as per IS code and to achieve the required min CBR value of 25% in field complete all as specified. Notes : (i) Rate shall be quoted for 150mm thick (Consolidated thick) in single layer. (ii) Each layer shall be rolled and consolidated separately. (iii) Compaction of GSB shall be carried out under optimum moisture conditions to achieve 98% of modified proctor density. (iv) Material for Granular sub base (GSB) used in the work shall be obtained from approved source of main land (India). (v) Anti weed growth measures in terms of chemical spray shall be adopted during monsoon season/ period, if work stopped for bad/ wet weather conditions.

Material and labour for granular sub base (GSB) of grade II, 250mm thick (compacted thick-ness) using 63mm size graded stone aggregate, depositing, spreading, interstices filled, surface formed, levelling in two layers, 150mm thick and other layer of 100mm thick each, watering, rolling and consolidated to required gradient and camber using mechanical compactor of capacity exceeding 8 tonne and not exceeding 15 tonne or compaction methodology recommended by soil test agency to achieve the min 98% density of MDD determined under OMC using Modified Compactor Density (MCD) determination method as per IS code and to achieve the required min CBR value of 25% in field complete all as specified. Notes : (i) Rate shall be quoted for 250mm thick (Consolidated thick) in two layers, one 150mm thick and other 100mm thick. (ii) Each layer shall be rolled and consolidated separately. (iii) Compaction of GSB shall be carried out under optimum moisture conditions to achieve 98% of modified proctor density. (iv) Material for Granular sub base (GSB) used in the work shall be obtained from approved source of main land (India). (v) Anti weed growth measures in terms of chemical spray shall be adopted during monsoon season/ period, if work stopped for bad/ wet weather conditions.

Material and labour for Wet Mix Macadam WMM, 150mm thick (compacted thickness) in two layers each of 75mm thick with broken granite coarse aggregate including spreading, rolling and consolidated to required gradient and camber using power roller of capacity exceeding 8 tonne and not exceeding 15 tonne, etc., complete all as specified. Notes : (i) WMM shall be as specified in MoRTH specification Orange book (Fifth revision). (ii) Aggregate used in the work shall be obtained from approved source of main land (India). (iii) Anti weed growth measures in terms of chemical spray shall be adopted during monsoon season/ period, if work stopped for bad/ wet weather conditions.

Material and labour for Wet Mix Macadam WMM, 200mm thick (compacted thickness) in two layers each of 100mm thick with broken granite coarse aggregate including spreading, rolling and consolidated to required gradient and camber using power roller of capacity exceeding 8 tonne and not exceeding 15 tonne, etc., complete all as specified. Notes : (i) WMM shall be as specified in MoRTH specification Orange book (Fifth revision). (ii) Aggregate used in the work shall be obtained from approved source of main land (India). (iii) Anti weed growth measures in terms of chemical spray shall be adopted during monsoon season/ period, if work stopped for bad/ wet weather conditions.

Material and labour for dry lean cement concrete (DLC) with 7 days compressive strength 10 N/mm2, 150mm thick using cement content (OPC 43 grade) not less than 180kg/cum, laid in alternate bays, spread, rolled and consolidated to required gradient and camber complete using and tandem vibratory roller of capacity exceeding 8 tonne and not exceeding 12 tonne capacity including necessary formwork for rough finished surface of concrete all as specified in 20.B.6 of SSR Pt - I/ MoRTH specification and as directed. Notes : (i) No price adjustment shall be applicable if excess quantity of cement content is used/ approved based on mix design in the execution of work under this item. (ii) Aggregates used in the work shall be obtained from approved source of main land (India) as approved by GE.

Material and labour for laying 400micron HDPE sheet over tack coat of 2.5kg/ 10sqm of VG-10 HDPE with 400 micron manufactured by multilayer technology using 100% virgin row material, confirming to IS:10889:2004 with company logo and IS Code and Batch number on at least every 2 meters complete all as specified. Note : (i) Manufacturer's test certificates for every consignment shall be mandatory. (ii) Side lap of 150mm and end lap of 300mm shall be provided wherever required. The rate shall be deemed to include for the laps. (iii) Clear area only shall be considered for measurement purpose and nothing extra shall be allowed for laps.

Material and labour for 350mm thick pavement quality concrete work in pavement of flexural strength 45kg/sqcm (lower control limit) in field using min 400kg of cement/cum (OPC 43 grade) with 20mm nominal size of graded aggregate and super plasticiser if required as per design mix (as per IRC 5th revision) mixed with and including triangular/ non circular synthetic fibre reinforcement @ 0.25% by weight of cement with min 12mm length, specified gravity 1.34 to 1.40 (other specification as per IRC/MORTH) spread and compacted by using slip form paver and all as specified and including necessary form work, bull nosing, rounding of edges, finishing by mechanical brooming/ belting, curing, etc., complete all as specified.

Material and labour for 380mm thick pavement quality concrete work in pavement of flexural strength 45kg/sqcm (lower control limit) in field using min 400kg of cement/cum (OPC 43 grade) with 20mm nominal size of graded aggregate and super plasticiser if required as per design mix (as per IRC 5th revision) mixed with and including triangular/ non circular synthetic fibre reinforcement @ 0.25% by weight of cement with min 12mm length, specified gravity 1.34 to 1.40 (other specification as per IRC/MORTH) spread and compacted by using slip form paver and all as specified and including necessary form work, bull nosing, rounding of edges, finishing by mechanical brooming/ belting, curing, etc., complete all as specified.

Material and labour for forming 25mm wide expansion joint (using diamond cutter) filled with compressible synthetic filler board for complete depth of joint, i.e. the thickness of slab(350mm), provision of closed shall back up rod 30mm dia, filled with polyurethane sealant (min depth of sealant above back up rod shall be of 15mm), complying with BS 5212, BS 4254, and EN 41875-2003, priming the sides min MAF ± 30% with 10 years performance guarantee and applying masking tape on edge of joints to prevent accidental spillage of sealant on top surface to give neat finish to sealant and removing the masking tape after sealant is applied by mechanical applied all as shown on drawing and all as specified.

Material and labour for forming 25mm wide expansion joint (using diamond cutter) filled with compressible synthetic filler board for complete depth of joint, i.e. the thickness of slab(380mm), provision of closed shall back up rod 30mm dia, filled with polyurethane sealant (min depth of sealant above back up rod shall be of 15mm), complying with BS 5212, BS 4254, and EN 41875-2003, priming the sides min MAF ± 30% with 10 years performance guarantee and applying masking tape on edge of joints to prevent accidental spillage of sealant on top surface to give neat finish to sealant and removing the masking tape after sealant is applied by mechanical applied all as shown on drawing and all as specified.

Material and labour for forming construction joints 25mm deep and 10mm wide (using diamond cutter) providing polythene back up rod 12mm dia and sealed with polyurethane sealant (min depth of sealant 12mm), complying with BS 5212, BS 4254, and EN 41875-2003, priming the sides min MAF ± 30% with 10 years performance guarantee and applying masking tape on edge of joints to prevent accidental spillage of sealant on top surface to give neat finish to sealant and removing the masking tape after sealant is applied by mechanical applied all as shown on drawing and all as specified.

Material and labour for forming dummy joint 1/3 depth of slab (350mm thick) and 8mm wide (using diamond cutter) providing polythene back up rod 10mm dia and sealed with polyurethane sealant (min depth of sealant 12mm), complying with BS 5212, BS 4254, and EN 41875-2003, priming the sides min MAF ± 30% with 10 years performance guarantee and applying masking tape on edge of joints to prevent accidental spillage of sealant on top surface to give neat finish to sealant and removing the masking tape after sealant is applied by mechanical applied all as shown on drawing and all as specified.

Material and labour for forming dummy joint 1/3 depth of slab (380mm thick) and 8mm wide (using diamond cutter ) providing polythene back up rod 10mm dia and sealed with polyurethane sealant (min depth of sealant 12mm), complying with BS 5212, BS 4254, and EN 41875-2003, priming the sides min MAF ± 30% with 10 years performance guarantee and applying masking tape on edge of joints to prevent accidental spillage of sealant on top surface to give neat finish to sealant and removing the masking tape after sealant is applied by mechanical applied all as shown on drawing and all as specified.

Note for Item Nos. 41, 42, 43 44, 45 :- (i) Technical specifications should meet the requirement mentioned in BS-5212, BS-4254 and EN-141875-2003 (for hydrolysis/water resistance test). In addition, the movement accommodation factor (MAF) of the sealant should be minimum ± 30 %. (ii) The side shall be primed and provision of closed cell polyethylene backup rod 30 mm dia and applying masking tape on edge of joint to prevent accidental spillage of sealant on top surfaces and to give a neat finish to the sealant and removing the marking tape after sealant applied complete all as specified.

INTERNAL ELECTRIFICATION: Supply & Fix LED lamp (bulb) base B12 (holder type) 9 watts complete all as directed

Supply and fix Rotary type dimmer 500 watt for focus light complete all as specified and as directed. Make: Cat Part No CS20801 of C&S or equivalent in Havells/Anchor/Legrand

Supply and fix ceiling fan, 5 star rating suitable for working on ac 230V,50 Hz, 1400mm sweep with down rod and canopy rating and the colour of milky white including anchor fastener, ceiling hook for fixing of fan on ceiling or on steel structure complete all as specified and directed by engineer-in-charge. Make- Crompton Cat No-Entrust-50 or equivalent make in Bajaj/Orient/Havells

Supply and Fix ISI marked Exhaust fan heavy duty type with double ball bearing, continuous rated along with GI louvers for protection when not in use, silent operation, rust proof body and blades, MS grate for rodent protection with fixing arrangements of size 300mm sweep, 1400 rpm and connecting up including provision of three core flexible PVC cable with stranded copper conductor of size 0.75 Sqmm 3 core from ceiling rose to connector of exhaust fan all as directed and as specified. Make: Crompton Cat No-EXHD300 or equivalent make Orient/Havells/Bajaj

Supply and Fix ISI marked air circulator 600 mm sweep single phase 230 volt 50 Hz to be mounting wall or steel frame structure complete with fixing arrangement like fastener clamps nut bolts etc all as specified and as directed.

Supply and fix LED type security light fitting 1x70watts pressure die cast housing with aerodynamically shaped body, high grade powder coating finish, good aesthetics, corrosive protection, toughened glass & high power LEDs protection, lumen output 1650lm, CRI-70, power factor >0.9 including mounting arrangements like bracket made out of galvanized iron tubing 'light grades' of suitable dia of pipe up to a length of 1.5m bent to shape fixed to wall with mild steel flat iron clamps 40x5mm duly painted and connecting with 1.5 Sqmm three core weather proof PVC cable copper conductor multistranded from terminal point to fitting complete all as specified and directed. Make : Phillips Cat No: BRP408 LED HP/CW or Equivalent in Wipro, Bajaj, Havells, Crompton Note : 3years Guarantee as per manufacturer instructions or lifetime 50,000 burning Hrs which ever is earlier as applicable.

Supply and Fix LED tube light fittings 4 feet long 1x 20 W 230V smart bright, energy efficient tube light, power factor >0.9 complete & prewired for LED tube complete fixed to wall / Ceiling by suitable, PVC round blocks and connection by flexible PVC cable with stranded copper conductor from ceiling rose to connector of the fitting including 1x20W LED tube complete all as specified. Make : Philips Cat No-BN021C LED 20S-6500 PSU CDL GR or Equivalent in Havells/Bajaj/Crompton

Supply and Fix LED tube light fittings 2 feet long 1x 10 W 230V smart bright, energy efficient tube light, power factor >0.9 complete & prewired for LED tube complete fixed to wall / Ceiling by suitable, PVC round blocks and connection by flexible PVC cable with stranded copper conductor from ceiling rose to connector of the fitting including 1x10W LED tube complete all as specified. Make : Philips Cat No-BN021C LED 10S-6500 PSU GRS1 or Equivalent make in Bajaj/Havells/Crompton

Supply and fix LED 36 watt light fitting ceiling mounting size of 600x600mm slimmest (9mm thick in class LED 6000K ceiling panel with best class aesthetic premium white powder coated frame blend seamlessly single phase including fixing arrangement complete all as specified and as directed. Make : Cat Part No LCPL-36-CDL (2x2) of Crompton or equivalent make in Bajaj/Havells/Philips

Supply and fix LED type tube light fittings long 1x7W 230 Volt mirror decorative ultra slim square profile liner LED lightning fixture with extruded poly carbonate environmental friendly energy saving efficient tube including fixing arrangement all as specified and as directed. Make : Crompton Cat Part No LCL-07-CDL or equivalent make in Bajaj/Havells/Philips

Supply and fix ceiling fan, 5 star rating suitable for on AC supply 230 Volt, 50 Hz 1400mm sweep with electronic regulator down rod 1.2m to 1.5m down rod with canopy and colour of milk white including anchoring fastener, ceiling hook for fixing of fan on ceiling complete all as specified. Make: Crompton/Bajaj/Usha/Havells

Supply and fix vertical TPN DB with MCCB incomer conforming as per IS 8623, IEC 61439-1&3 Sheet steel factory made double door, powder coated and bus bar 200 Amps copper busbar fully insulated busbar IP 54, Neutral link, Earth bar, double door type TPN 6 Way 415Volt, suitable for MCCB 250 Amps as a Incomer complete all as directed. Make : L&T Cat No -PHV306DDM or equivalent make in Havells / Schneider / ABB

Supply and fix vertical TPN DB with MCCB incomer conforming as per IS 8623, IEC 61439-1&3 Sheet steel factory made double door, powder coated and bus bar 200 Amps copper busbar fully insulated busbar IP 54, Neutral link, Earth bar, double door type TPN 4 Way 415Volt, suitable for MCCB 125 Amps as a Incomer complete all as directed. Make : L&T Cat No PHV304DDM or equivalent make in Havells / Schneider / ABB

Supply and fix MCB TP 63 Amp capacity 415 Volt 50Hz 10 KA 'C' Curve

Supply and fix MCB TP 40 Amp capacity 415 Volt 50Hz 10 KA 'C' Curve

Supply and fix MCB Four pole 40 Amp Capacity 415 volt 50 Hz 10 KA 'C' Curve

Supply and fix MCB Double pole 32Amp Capacity 230 volt 50 Hz 10 KA 'C' Curve

Supply and fix MCB single pole 6 to 32Amp Capacity 230 volt 50 Hz 10 KA 'C' Curve

Supply and fix four pole MCCB thermal magnetic type 160 Amps capacity 25 kA 415 Volt four pole including fixing arrangement type all as directed. Make :-L&T Cat No-CM90631OONO or equivalent in Schneider / ABB / Havells

Supply and fix four pole MCCB thermal magnetic type 125 Amps capacity 25 ka 415 Volt four pole including fixing arrangement type all as directed. Make :-L&T Cat No-CM906000LOOG or equivalent in Schneider / ABB / Havells

Material and labour for earthing complete with Galvanised steel earth plate electrode 60 cm x 60 cm x 6 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below GL) with top edge of earth plate not less than 1.5 Mtr below normal ground level, earth plate surrounded from all sides by 15cm thick and packed layer of charcoal dust and common salt filling in alternate layers and electrode connections by using Galvanised earth wire 4mm dia connected by means of bolts, nuts, check nuts and washer of galvanised iron or steel, provision of 15 mm dia GI pipe medium grade for protection of GI earth wire and 20mm dia GI pipe medium grade for watering arrangement and PCC (1:3:6) , type C1 chamber, MS funnel, wire gauge, 50 mm thick RCC 1:2:4, type B1 earth pit cover with 6 Nos, 8 mm dia high strength deformed steel TMT bars on both ways including necessary excavation in any type of soil, returning, filling in, removal of surplus soil to distance n exc 50 mtr, provision of charcoal and salt complete all as shown in electrical plate No 3 of schedule Part-I. Note: (i) Cost of GI earth strip and GI protection pipe upto 7.5mtr length shall be deemed to be included in the rate quoted for this item. (ii) The unit rate shall also includes for Wire mesh, funnel, excavation, PCC chamber pit, test point

LIGHTNING PROTECTION Earthing complete with Galvanised steel earth plate electrode of size 60x 60cm x 6mm thick electrode buried directly in ground (earth pit not less than 2.25 meters deep below the normal ground level) with top edge of the plate not less than 1.5 m below normal GL connected to GI strip 32 mm x 6 mm by means of bolts, nuts, check nuts and washers and earth strip protected by 40mm dia GI pipe medium grade connected to main distribution board/ earthing test point all as shown on electrical plate No-03 of SSR Part-1 and all as specified including testing on completion Note: The unit rate shall also include for excavation, earth work in hard/dense soil, plain cement concrete 1;3;6 mix, Type C1 pit, 40mm thick RCC 1:2:4 mix type B1 cover reinforced with 8mm dia TMT bars @ 150mm c/c both ways, GI funnel with watering pipe, wire mesh, salt and charcoal, protection pipe for earth lead upto 7.50m long complete in addition to item No 1 (a) to (e) of preamble (notes) under sub heading earthing, specified in SSR part-II earth strip and protection pipe beyond 7.5m shall be measured and paid separately.

Supply and fix Integral LED Aviation obstruction light fitting, die cast aluminium alloy housing with polycarbonate enclosure, heat resistant, clear thick glass and connecting up complete with all accessories as specified and directed. Make: Bajaj product code 110731 luminaire type BGAV 302 LED with 302 LED lamps or equivalent in Havells/Crompton/Philips

(A) Alternator :- Standard design alternator rated at 400 kVA net output at site after considering de-rating as per site conditions at 0.8 (lag) power factor AC, 3 - phase 4 - wire 415 volts 50 Hz, 1500 RPM, self excited self regulated screen protected drip proof IP 23 enclosure 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 2613/5000 and shall be imposition to generate supply with frequency regulation with in + 1% tolerance. The alternator will be suitable for tropical climate and shall generally conform to BS - 2613/5000/ IS – 4722 i) Insulation class - 'H‘ ii) Temperature rise Class - 'H‘ iii) Excitation : Self Excited iv) Regulation performance: The voltage is kept constant with +/- 1%, manual voltage adjustment within +/- 5% v) Frequency regulation +/- 1%

(B) Diesel Engine: - Adequate capacity of Diesel engine as accosted by the accepting officer basing on manufacturers technical details water cooled to drive independently above alternator and after considering de-rating as per site conditions after generating and reducing power consumed by accessories directly coupled through flexible coupling multi cylinder multi stroke direct injection, cold starting 1500 RPM, as per relevant ISI/BS - 5514 with an overload capacity of 10% for half an hour in 12 hours continuous running complete with standard accessories all as specified and required 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 & belts iii) Cooling Water pump : - Centrifugal type belt driven iv) Exhaust System :- Exhaust System complete with exhaust piping of 150mm dia with MS pipe light grade upto & outside and 1meter away from the enclosure, covered with asbestos rope and aluminium foil of 28 SWG complete with in the enclosure for safe exhaust without transforming vibration to the wall of the enclosure. Exhaust gas turbo charger type. Exhaust manifold Silencer : Residual type Bellows iv) Fuel System :- Fuel injection system with fuel injectors, fuel injection solenoid switch controlled by electronic governor for 1% speed /frequency regulation, Fuel filters, Fuel hoses. v) Lub oil System : Lubricating oil filter Lubricating oil pump

vi) Air Intake System : Air intake Manifold Air cleaner dry type vii) Governor :- Electronic Governor viii) Starting System :- Electric Self starter with maintenance free battery including battery charging alternator ix) Batteries :- Batteries of maintenance free of capacity as recommended by the manufacturer complete with copper conductor multi stranded leads of suitable length from self starter to the battery terminals complete with initial charge and initial fill of electrolyte all as specified and Starter gear ring 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, lub oil and by pass Electronic governor controlled direct fuel injection system Fly wheel housing and fly wheel

x) Generator Monitoring Panel : - Digital display unit Comprising of all standard items as mentioned under this schedule or as per standard practice ignition key switch and start / stop arrangement, indications for Engine parameters, hour run meter, RPM meter, Engine oil pressure indicator, water/coolants temperature indicator, Battery volt display. xi) Safety Controls : - Engine low lube oil pressure high water temperature and over speeding of engine xii) Coupling arrangement : - Flexible coupling, fly wheel to suit flexible coupling xiii) Accessories :- AVM Pads built or separately mounted to manufacturer base frames. xiv) Base Frame : - Made out of ISMC 250 of sturdy design made of MS channel with necessary reinforcement and predetermined holes xv) Fuel Tank :- Daily service fuel tank made out of 3mm thick (10G) HR sheet top and bottom with calibrated level indicating arrangement, stop cock, drain plug, fuel pump of suitable capacity complete on a common base out side the acoustic enclosure in the sub station building. xvi) MS pipe line to and from the fuel tank to the DG Set

c) Sound Insulation :- 100 mm thick rock wool (64kg/Cum) 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 plat form viii) The fuel tank is to be located in Sub Station Building and cost of the fuel lines is deemed to be included in the offer. ix) The DG Set should be provided with external Emergency stop push button x) The enclosure should be suitably illuminated by CFL/FTL Lamp fittings. xi) The noise level should be 75 dba at 1m under free field conditions. xii) The acoustic enclosure parts shall be of powder coated after pre treatment process. The powder coating shade should be Gen set Green. The base frame should be painted with epoxy based black shade Make of Engine: KIRLOSKAR /KOEL /CUMMINS /PERKINS /CATERPILLAR Make of Alternator: STAMPFORT /KIRLOSKAR ELECTRIC / CUMINS PERKINS / CATERPILLAR

HANGAR LIGHTING Supply and fix Industrial vertical LED 150W high bay luminaire with reflector comprising of heat sink, clear glass, gear tray, canopy, IP66 with all standard accessories including necessary LED lamp of 150W and fixed to pre engineered steel structures using mild steel clamps bent to shape, bolts, nuts and washers, connecting up with PVC insulated multi stranded 3 core cable all as specified and directed. Note: Approval of make of lights will be given by the accepting officer. Contractor is required to submit design data sheet of light made using DIALux software while submitting make approval. Make: Philips Cat No BY 325P LED 155S CW PSE CR FG or equivalent in Crompton/Bajaj/Havells

Supply and fix MCB single pole 240 volts, 10 to 32 amps, 10 KA complete all as specified

Supply and fix MCB triple pole & neutral 415 volts, 32 amps 10 KA complete all as specified

Construction of masonry valve chamber of size 900X900X900 mm internal size, 100 mm thick foundation using PCC 1:4:8, type D-2, over 15cm thick hard core, 20cm thick solid block masonry with blocks cast using PCC 1:3:6, type C-1, set in cement mortar 1:4, 15MM thick plaster to internal surfaces and external surfaces up to 15cm below ground level and top of floor in cement and sand mortar 1:4, finished even and smooth with out using extra cement , 3.15mm thick MS sheet cover including 50mmX50mmX6mm thick MS angle frame fixed in PCC 1:2:4, type B1 coping with 25mmX6mm flat iron hold fasts, handle, hinges with locking arrangements, applying one coat of red oxide primer and two coats of synthetic enamel paint to all steel surfaces and earth work in any type of soil including disposal of surplus soil to a distance not exceeding 50M complete all as specified

Supply and filling riddled soil in layers of 75mm for bedding and 75mm covering it as per IS 1255 for cable cushioning and punned to thickness 18 cm completed all as specified and directed.

Supply, installation, testing and commissioning of intelligent Analogue Addressable single loop quick start Fire Alarm Control Panel (per loop 125 detectors & 125 modules) model QSA-5-G-2+SLIC (1)

Supply and fix battery back up complete for fire alarm system all as specified and as directed. Make : Exide, Amaron, Okaya, Standard & Chloride

Supply, installation, testing and commissioning of Multifunction Detector Edwards Intelligent Analogue Addressable Smoke Detector (model SIGA-PHS/SIGA-SB) with base (smoke & Heat model):- Combination type.

Supply, installation, Addressable type Multifunction Detector Flame detectors comprise of electro-optical multi spectrum based on Quad Band(triple IR + Visible) technology and detector should have a vision of at least 90° in vertical plane all as directed.

Supply, installation, testing and commissioning of Multifunction Detector intelligent Analogue Addressable manual call Point (MCPS) (Model SIGA-270) with base

Supply, installation, testing and commissioning of intelligent Addressable isolator module automatic device mapping electronic addressing. Ground fault detection by address. Self-restoring all as specified and directed

Supply, installation, testing and commissioning of duct fire detector with housing Model : SIGA DH+6261-003+SIGA PS +SIGA SB.

Supply, installation, testing and commissioning of Indigenous Hooter with Edward interfacing Module SIGA-CC.

Supply, installation, testing and commissioning of 2 x 1.5 sqmm Copper Armoured cable complete all as specified.

Supply, installation, testing and commissioning of Response Indicator for all detectors located above false ceiling complete all as specified and directed.

Supply, installation, testing and commissioning of Edwards Remote Annunciators with LED annunciators complete.

Supply, Installation, testing and commissioning of Provn of talk back facility with repeater panel located at main entrance security office/gate all as specified and as directed. Model :6833-1 +SIGA-CCI + 6830-3.

Supply install, testing & commissioning of diesel engine driven centrifugal pumping set having minimum capacity of 2850 LPM at a head 70m confirming to IS - 12469: 1988 with CI casing, bronze impeller and stainless steel shaft CI casing with provisioning of self priming arrangement suitable for fire fighting. The diesel engine shall be of direct injection type, multi cylinder, 4 stroke cycle, water cooled and capable of taking full load on receipt of start signal with minimum operating pressure 7-8kg/sqcm including base frame and complete necessary fittings as per manufacturer instructions all as specified. Make: Kirloskar / KOEL / Cummins / Perkins / Caterpillar

HIGH MAST LIGHT Supply, installing, testing & commissioning of 15 meter high mast light as per IS:875 Part III with raising lowering system comprising of head frame, luminaries carriage including 6 nos LED 150 W luminaries, double drum winch, 6mm dia SS rope, trailing cable, connector, electric integral power motor, manual handle, junction box, lightening finial, wiring material and switch gear, aviation light, pulley assembly including RCC foundation as per manufacturer instructions and out door feeder pillar box including incoming and outgoing MCB / MCCB including supply and fix control panel near the mast with MCCB 63A 25 KA for the incoming and MCB TPN 32 A for the light fitting and MCB 6A capacity for the aviation light, unmounted flexible copper conductor cable for suitable size from control panel to light fittings complete all as specified. Make: Bajaj / Philips / Crompton / Havells / Schneider Note : - Rates be inclusive of foundation RCC (as recommended by OEM), nut, bolts, washers, excavations, returning and refilling etc complete in all respect all as directed.

SOLAR LIGHTS Supply, installation, testing and commissioning of solar LED street light with the following specifications:- System wattage 20 Watts, LED Luminaries, Lumens output not less than 1350, Solar PV module 50 WP Battery 42 AH, Battery box PVC/MS, GI pole 6 mtrs long, Auto charge controller, 2 Days backup. Note: Price including earth cutting, Digging, RCC foundation works for pole using 43 Grade cement all as specified and as directed by Engineer-in-charge. Make - Bajaj / Havells / Philips/Crompton

HELICOPTER WASHING PLANT Supply and Fix Helicopter washing plant, reciprocating type, electric driven, single phase, 230 V, AC supply complete with High pressure Triplex pump, and 3 HP single phase motor, including starter, high pressure delivery hose and brass hand gun with PCC platform for pump set complete all as specified and directed. Note: Make of Air compressor, Pump and motor shall be as list of makes given in Particular specifications

Supply and Lay GI pipe, heavy class, including fittings of size 40mm dia complete all as specified

Supply and Lay GI pipe, heavy class, including fittings of size 25mm dia complete all as specified

Supply and fix rotational PVC water tank of capacity 5000 Ltr complete all as specified and as directed

AIR COMPRESSOR Supply, Install and Commissioning of air compressor, two stage, reciprocating type, twin cylinder system, air cooled, oil cooled, oil splash lubricating, maximum working pressure of 12 kg/cm² (175 psi) free air delivery i.e. discharge of 20.5 (580 Ltrs/min) (piston displacement of 24.7 CFM mounted on tank of capacity 220 ltrs driven by 7.5 HP, 3 phase. 415 volts, 50 Hz electric driven motor with DOL starter, suction, filter, aluminium finned intercooler and outer cooler, pressure switch, pressure guage, safety valves, V-belts, belt guard, non return valve and air compressor should be trolley mounted.

Supply and Lay GI pipe, heavy class, including fittings of size 15mm dia complete all as specified

REFRIGERATOR Supply and install refrigerator electric driven, Single Phase 230 volt 50 Hz of capacity 250 Ltrs, 5 star rating complete all as directed.

Supply and install voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170V to 250V with output voltage stabilizer at 230V with accuracy of ±2.5% and capacity 0.5 KVA

DISTILLED WATER PLANT Supply, installation, commissioning and testing of RO plant 500 Ltr/hour capacity including Distilled wate plant of 250 Lit/hour capacity with water Demineralisation (DM) with Electro-Deionization (EDI) to provide helicopter washing and treated water less than 15 PPM including inlet/Outlet connection from tank required size and PCC foundation platform for the plant and tank all as manufaacturers instruction / drawing and all as directed by Engineer in Charge. Make : EUREKA FORBES / ION EXCHANGE

EXTERNAL WATER SUPPLY Cutting the existing CI Pipe line of upto 150 mm dia, screwing and inserting CI Tee of size 150 x 150 x 80 mm dia complete for making new branch connection of upto 80 mm dia including necessary fittings complete all done in position without taking down complete all as specified and directed by Engineer-in-Charge.

Material and labour for Construction of masonry valve chamber of size 600X600X600 mm internal size, 100 mm thick foundation using PCC 1:4:8, type D-2, over 15cm thick hard core, 20cm thick solid block masonary with blocks cast using PCC 1:3:6, type C-1, set in cement mortar 1:4,15MM thick plaster to internal surfaces and external surfaces up to 15cm below ground level and top of floor in cement and sand mortar 1:4, finished even and smooth with out using extra cement , 3.15mm thick MS sheet cover including 50mm X50mm X6mm thick MS angle frame fixed in PCC 1:2:4, type B1 coping with 25mmX4mm flat iron hold fasts, handle, hinges with locking arrangements, applying one coat of red oxide primer and two coats of synthetic enamel paint to all steel surfaces and earth work in any type of soil including disposal of surplus soil to a distance not exceeding 50M complete all as specified and directed.

Supply, testing and commissioning outdoor weather and vermin proof L.T Panel board factory fabricated indoor cubicle type totally enclosed made out of 3.15 mm thick sheet metal enclosure with angle iron frame of M.S. angle 50x50x6 mm suitable for operation on 3 phase 4 wire, 440 volts 50 HZ system, with hinged panel opening doors (covers) on two sides with handles, bottom gland plate and locking arrangement consisting of sufficient Nos of circular cable entry holes at bottom only with suitable PVC/rubber/wooden bushes to prevent ingress of water/vermin etc, inside the enclosure, the required nos of holes to be fixed with chromium plated brass cable glands for cable entry and exit complete with necessary internal wiring with stranded copper conductor PVC insulated cables of adequate size, duly with painted one coat of red oxide primer and two coats of synthetic enamel paint of grey or any other approved colour and bus bar for 3 phase & neutral of 800 Amps capacity mounted on epoxy insulator-01 Set including connecting the following. (i) Incoming 400Amps 3 pole MCCB, 25 KA -01, (ii) Outgoing 100 Amps, 3pole MCCB, 25 KA - 02No ( Annex, Power Sockets), (iii) Outgoing 40 Amps, 3 pole MCCB, 25 KA - 02 Nos ( Hanger Lights, Spare), (iv) Outgoing 32 Amps, 3 pole MCCB, 25 KA -02 Nos (Crane, Air Compressor) (v) Multi function Meter-1 No., (vi) Timer switch, 20 Amps -1 No, (vii) LED Phase indicator lamps(RYB) - 1 set.

Supply, testing and commissioning outdoor weather and vermin proof L.T Panel board factory fabricated indoor cubicle type totally enclosed made out of 3.15 mm thick sheet metal enclosure with angle iron frame of M.S. angle 50x50x6 mm suitable for operation on 3 phase 4 wire, 440 volts 50 HZ system, with hinged panel opening doors (covers) on two sides with handles, bottom gland plate and locking arrangement consisting of sufficient Nos of circular cable entry holes at bottom only with suitable PVC/rubber/wooden bushes to prevent ingress of water/vermin etc, inside the enclosure, the required nos of holes to be fixed with chromium plated brass cable glands for cable entry and exit complete with necessary internal wiring with stranded copper conductor PVC insulated cables of adequate size, duly with painted one coat of red oxide primer and two coats of synthetic enamel paint of grey or any other approved colour and bus bar for 3 phase & neutral of 800 Amps capacity mounted on epoxy insulator-01 Set including connecting the following. (i) Incoming 250 Amps 3 pole MCCB, 25 KA -01, (ii) Outgoing 125 Amps, 3pole MCCB, 25 KA - 02No ( Annex, Power Sockets), (iii) Outgoing 40 Amps, 3 pole MCCB, 25 KA - 02 Nos ( Hanger Lights), (iv) Outgoing 40 Amps, 3 pole MCCB, 25 KA -01 Nos (Spare) (v) Multi function Meter-1 No., (vi) LED Phase indicator lamps(RYB) - 1 set.

Supply and fix LED type street light fitting 1x25W, pressure die cast aluminium housing with heat resistant toughened glass & IP65 protection including mounting arrangements like light grade GI pipe bracket of suitable dia. of length not less than 1.5m, bent to shape and fixed on poles / wall with two no. of MS flat clamps etc. duly painted with two coats of aluminium paint over one coat of zinc chrome primer, including wiring from light fitting to junction box complete all as specified and directed.

Supply and fix sheet moulding compound (SMC) type junction/looping box for street light fitting with hinged type door of size 139x119x70 mm (internal) with MCB SP 6 Amps 01 No, backlite base neutral link and earthing along with suitable size of bus bar.

Supply and Fix Air circulator Fan 600mm sweep, suitable for single phase AC, 230V, 50 Hz complete

Supply , erect and fixing pre-cast RCC pole, M-30 design mix 9m long having 150mm x 125mm at top and 350mm x 250 mm at bottom including reinforcement with high strength deformed steel TMT bars and necessary form work and erecting in position all as specified /shown on drawing and as directed. NOTE :- (i) RCC pole 9mm long shall be provided all as shown on TD drawing No TD 401 sheet 1/1 dt 11.09.06 (ii) The rate quoted deemed to include the following provisions also :- (a) Excavation in any type of soil, returning, filling and removal of surplus soil to a distance of 50m. (b) Foundation in PCC (1:2:4) type D2 using 40mm graded stone aggregate. (c) Coping in PCC (1:3:6) type C1 using 20mm graded stone aggregate.

Supply, install, testing & commissioning of 20 KVA on line UPS system consisting 12 pulse rectifier, inbuilt iso lation transformer & suitable for input of 300 to 450 V, AC, 50 Hz, 3 ph,4 wire & three phase output, AC 415 volts ± 1% line to line, 50Hz, 3 ph, 4 wire, along with batteries for 1 hour back up air cooled encloser protection class IP-21, free standing cabinet with front and rear access, ambient operating temperature 0°C -45°C and including connection of suitable size of copper conductor cable all as specified and directed. Make: Microtek or equivalent model of Luminous / Su-Kam/Aplab

Material and labour for Steel tubular swaged poles 11 Mtr long complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-55 (11metres long) including foundation and coping complete as directed by Engr in Charge Note :The rate quoted deemed to include the following provisions also :- (a) Excavation in any type of soil, returning, filling and removal of surplus soil to a distance of 50m. (b) Foundation in PCC (1:2:4) type D2 using 40mm graded stone aggregate. (c) Coping in PCC (1:3:6) type C1 using 20mm graded stone aggregate.

Material and labour for Drop out fuse unit single pole for 11KV grade 200 amps rated and fuse link of 40 amps capacity complete with drop out and restoring arrangement

Material and labour for Stay assembly complete with accessories as shown in electrical plate No.1 including stay rod 20mm dia 1000mm long, MS stay plate 300 x 500mm, 6mm thick, 14mm dia galvanised stay bow, galvanised triwble for wire upto 19mm dia, GI stay wire 7/3.15mm stranded, loop type insulator, vitreous porcelin, white brown or green, large size with overall dimensions 90mm x 140mm clearance of hole 25.5mm including MS clamp made out of 40 x 6mm flat iron with MS nuts, bolts & washers etc and all as required at site and as directed by Engineer in charge.

Supply and fix 600 x 600mm aluminum turbo ventilation top (Mechanical type) with aluminum base plate and FRP profile base all as specified and as directed by Engineer in charge.

Subtotal

SARAOGI BUILDERS LIMITED