Baddi Barotiwala Nalagarh Development Authority Tender

Supplying and laying 6 SWG G.I. wire at 0.50 mtr. Below ground level for earth electrode conductor, including soldering etc. as required

Providing and fixing following rating and breaking capacity MCCB in the existing cubical panel board including drilling holes in the cubicle panel, making connections, etc. as required. 100 Amp. -10 KA . )

Supplying and erection of following depth sheet metal cubical pedestal of suitable dimensions with plus-minus 5 cm variation, made from 1.6 mm thick M.S. sheet duly fabricated in a segregated manner for housing of switch fuse units, by welding each compartment on five sides & front side hinged, complete with locking arrangement, with sufficient No. vertical and horizontal intermediate switchgear housing compartments. The cubical pedestal shall have cable entry box at one or two sides, with epoxy powder coated approved paint and bonding to the existing earth etc. The same shall be erected in the 1:2:4 cement concrete plat-form of suitable dimensions 15 cm high from ground level and 45 cm thick. The cubical pedestal shall be 15 cm from the top of cement concrete plat-form:-300 mm deep (nominal)

Supplying and fixing Digital Timer with conductor 63 Amp. 415 volts capacity of length 300mm & crosssectional area (25mmx4mm), enclosure made from 1.6 mm thick M.S. sheet having overall dimensions (380mmx350mmx150mm) nominal with all accessories including connections, (02350+5450 =7800.00)

Supplying/Erection of high power LED Flood light luminaries High-brightness White LED's sources with high transmittance flat tempered glass cover and peanut LENS on each LED's system lamen output of minimum 17200 lumens in maximum 172 W. System watt consumption with 100 ims/watt system luminous effcacy, 5000k colour temprature & 70 CRI value for ensuring good quality light output life of at least 50,000 hours at 70 % lumen maintenance & LED driver efficency 85 % power factor greater than 0.90,THD 15% & min 4kv surge protection with operating voltage rannge from 120-170V for ensuring life long high performance of luminaire the fixture is made of LM 6 pressure die cast aluminium with engraved/embossed company name & have IK05 & IP 65 class i protection with NABL Acceredited LM 79 & LM 80 report The fixture should be comprehensively warranted to be required or replaced for any defect with in five year of installation . The Luminary should not be over power derived the fitting shall be mounted on the plate bracket on existing pole including making connection testing & energizing complete in all respect to the entire satisfaction of Engineer- in-Charge The luminary should be tempo BVP410LED 172 CWHE NB FG S# X T Of Philips OR equivalent of BAJAJ/HAVELLS/KASELEC Crampton male The detail specification for supply of LED flood light luminary is as :-1)Input voltage 120-270 V AC/50Hz 2)System Efficacy Minimum 100 Lm/W 3) Uniformity Ratio of min to Av illumination Min 0.3 4) Usage hours 10-12Hrs/Day 5)Power Factory 0.90 6)Life Expectory Minimum 50,000 Hrs with 70% Lumens 7)Power Consumption of system 172 watt Maximum 8) Lumen Output Minimum 17200 Lumens 9) Color temp 5000-6000 k cool white 10) LED High power SMD LED 11)Working Humidity 10%90% as 1 to MSL 12) Ingress Protection IP-65 13) Surge Protection Minimum 3 KV 14) Coloring Rendering Index 7015) Total Harmonic Distortion 15% Max 16) Average Lighting Beam Angel 120Deg 17) Make of LED Make NICHIA/OSRAM/PHILIPS/LUMILED/CREE 18)Luminary Casing Pressure die cast aluminium with toughened glass cover 19) Control of circuit Compatible to LED 20) Lamp starting time Should not be more than 10 sec 21)Thermal Management System Good Thermal Management 22)System Driver more than 5% efficency 23)Applicable standard The fixture should sonfirm to application BIS/IES standard /IESNA LM79_80 from NABL accredited lab. 24)Wind Pressure capable to with stand 160MPH wind velocity 25) Manufacturer should produce NABL,accredited LM-79 and LM-80 Lab certificate for verifying the above mentioned system lumen output ,system power consumption & system Luminous efficacy

Supply & Laying DWC pipe 51/63mm with hand bockey :- Supply and laying of 50/63mm(I/D & O/D) Double Wall Corrugated (DWC)High Density Polyethylene pipe (HPDPE Density 240 to 958 KG/Cm3)having corrigation on the outer wall and plain surface inner wall with average wall thickness for outer layer as 1.1 +0.1mm and for inside layer 1.2+0.1mm conforming to ISI4930(P-II)and PSEN-50086(P-I & II) of make duraline /Rex/Zen duct/ Gemini/ The pipe should be laid 3 feet below ground /road level with hand bockey without cutting of road for laying cables etc.including cost of digging and refilling of pits complete in all respect to the entire satisfaction of Engineer-in-Charge . Market

Supplying /Erection /Testing & Commisioning of 12.5Mtrs High Mast Lightining System having mInimum top dia 150mm & Bottom dia 410mm. System suitable for 6 Nos. Luminaries complete all respect as per detail specification given below :- 1)Mast shell be in two sections.hot dip galvanized inside & out side in single dip. suitable for wind velocity as per IS 875 part 3/1987 .There shall be only one longitudinal seam weld v section and no circumferential weld it shall also incude accesories for high mast including head frame 2 point suspension system with steel wire rope 6mm dia(7/19 costruction ) double drum winch galvanisation lowering of lantern carriage ii) Foundation bolts manufactured from special steel along with nuts washers,anchor plate and template with anti aviation obstruction lights with 2 nos. LED lights of 6-11 watt Detail Height of Mast :- 12.5 mtr.(including the height of head frame ) ii) Wind speed :- 180km/hour as per IS-875(part iii) iii) The high mast & head frame shall be structurally suitable to accommodate the 6 no. Flood lights 7 its control gera boxes. iv) The entire high mast structure (internally 7 externally) and all MS parts shall be hot dip galvanized asm per BS - 729 IS -1461 or equivalent. v) Material :- The high Mast section should be manufactured with best steel garde in compliance with BSEN 10025- EQ or equivalent with yield strength not less then 355 MPA the head frame shall also be steel construction of steel grade as per WPS/PQR in accordance wuth BS-5135 or AWSD 1.1 vi) Welding All welding shall be undertaking & performed as per Telescope slip jints (stress fit) vii)Structure :- Continuesly tapered polygonal with no circumfrence weld on shaft .type of joint Telescope slip joints(stress fit) viii)Thickness :- Bottom section Min-4mm Top section Min - 3mm ix) Headframe : (Lantern carriage arangement)Galvanized Fabbricated lantern carriage for fixing & holding the flood light fittings & control gear boxes provided with suitable winch arrangement to lower & raise the lantern carriage assembly x)Earthing . the mast shall be bounded properly to the existing earth ) Electrical system & cables :- A suitable treminal box shall be provided at the base compartment of high mast for terminating the incoming cables . The internal connection from the bottom to the top shall be made with special trailing cables (including supply ) and erection of cables for luminary and aviation light mast for terminating the incoming cables . The internal connection from the bottom to top shall be made with special xii)Lighting finial :- One number heavy duty hot dipped galvanized lightingfinial(minimum 1.2mt in lenght) shall be provided at the center of head frame . It shall be bolted steadily to the head frame to get a direct conducting pathe to the earthe through the mast . xiii)3 Phase 1.5K.W power tool suitable for 16 Mtr high Mast . It includes cost of 1 No. starter to be provided in the pedestal . It also includes the cost of connection with 10mm2 copper wire from starter to motor in the High Mast Panel to starter complete in all respect as per satisfaction of E.I.C xiv) It should include MCBTPN of capacity 63 A of Havell's/Haggers/Siemens/ASCO inside the base compartmenter/J.B to terminate the incoming /outgoing cables .The firm /manufacture will give thhe following guranteed parameters in respect of the High Mast a) Height of the High Mast.(b)Lenght of each section & No of sections.c)Material of construction Lenght of over lap at each joint d)Top & bottom diameter of the pole ..e) Thickness of each section in mm .f)Base/Bottom plate thickness g)No. & size of rag bolts along with anchor plate h)Make of Manufacturer i)Drawing /catalogues of High mast to be attached The firm submitt the type test report of high mast for structure stability as per requirement before installation of the mast . The Mast shall be of Philips/Bajaj/G.E/ Surya?val Moat Makes only i/c. aviation light. The work shall be executed to the entire satisfaction of Engineer-in -Charge .

RCC Foundation :-Design & Construction of R.C.C foundation with M-20 cement concrete & steel reinforcement suitable for installation off 12.5Mtr. High Mast. The Complete foundation design & calculation shall be got vetted from PEC/TTTI by the firm at its own cost before execution of work to entire satisfaction of Engineer-in-Charge .