LED Flood Light Nathu 2023

Amount

SYNTHETIC ATHLETIC TRACK (MAIN FOP)

Supply and installation of LED Sports Light luminaire with a U-mounting bracket and housing made of Die-cast Aluminium with polycarbonate lens having CRI > 90, SDCM<5 and CCT of 5700K and shall be compliant with IP66 and IK08 classification. Luminaire shall be designed to emit at least 178000 nominal lumens with minimum system wattage of 1620W at a system efficacy of at least 110 lumen/watt. The luminaire shall be designed so as to ensure lumen depreciation of up to 30% over 50k burning hours @ design ambient temp 35 deg C. The luminaire should have choice of Narrow beam, symmetrical medium and symmetrical wide beam suiting various applications with exposed PC optic lens. Optical compartment should be with single diffuser. No Modular design. LED floodlight with multiple optics to meet required lighting level & uniformity. The luminaire should have fins on the back to ensure good heat dissipation through ventilation fan IP 66 protection minimum 6-8 for thermos cooling and to prevent dirt from settling on the luminaire along with aiming angle scale. The luminaire should be marine salt protected, vibrations proof and wind force protected. The luminaire enables interfacing with an external light console to mix Sports Star LED with other DMX ENABLE fixtures. The electronic driver should be fully integrated and shall have a power factor >0.95 and THD <10% with a minimum inbuilt surge protection of 10kV inbuilt in the driver and suitable for an operating temperature range of -40 to 50 deg C. Light weight, luminaire weight shall be <20kg without driver. The luminaire should comply with all the required IEC and IS standards. LM79 and LM80 reports must be submitted from a NABL accredited laboratory. Luminaire and driver must have BIS certificate and the same must be submitted for record for fixture and driver (The driver and fixture are of same company).

Supply, Installation, testing & commissioning of 55Mtr Top of Headframe Hot dip galvanised, polygonal high masts with fixed head frame/cross arms suitable for mounting up to 80 Nos of 1580W LED Flood lights Approx 17.7KG per Luminaire including all accessories required for mounting and assembling the mast. The height of the mast from base up to top of head frame shall be 55 mtrs. Polygonal high mast tower with fixed head frame along with provision for using man rider for accessing the head frame platform. Structural design of the high mast should be carried out as per the technical report no.7/ relevant standard and regulation. The mast should be designed considering base gust wind speed of 50m/s or as per IS 875 (applicable for Bhopal climate) and thickness of GI coating should withstand at the speed of 50m/s duly vetted from IIT/NIT/Regional Engineering College. Price shall include suitable 1.2m Lightning Arrestor as per requirement and 2 Nos of LED Aviation Light. (GI or PU painted)

Supply, Installation, Testing & Commissioning of external manrider unit for accessing the head frame of High Mast. The unit shall be suitable for safe load carrying capacity of 300kg with climb speed not exceeding 9m/min.

Supplying, installation, testing and commissioning of IP-65 protected outdoor type Min.300mm pedestrian mounted enclosure for LED Drivers

Lighting Control System with DMX protocol along with required panels and accessories.

Supply of XLPE insulated FRLS heavy duty power cable conforming IS-7098 (Part-1) 1988, 1100 Volt grade, 2/3/4/8/10/12 core ISI marked with copper stranded/solid conductor. 4 sqmm

Supplying and fixing heavy duty cable gland for P.V.C. insulated armoured cable with brass washer, rubber ring complete erected with cable and lead connection etc. as per specification complete.

Gland size 22mm suitable for cable 2/3, 3½, 2/4 x 10 sq. mm or 2x 16 sq. mm

CAT6 TWISTED PAIR ARMORED CABLE with accessories

Fiber Optic Cable 6C OS2 SM Armored with accessories

Supplying and fixing heavy duty cable gland for P.V.C. insulated armoured cable with brass washer, rubber ring complete erected with cable and lead connection etc. as per specification complete.

PVC conduit 25 mm. (MMS)

PVC conduit 40 mm. (MMS)

Earthing for Feeder Pillars & Poles with 40 mm dia.GI pipes 3.65 mm thick, 2.5M long and 1no. 4 SWG G.I wire 4M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection , to be filled with mixture of Earthing enhancement Compound.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil

Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and liftup to 1.5 m, disposed earth to be levelled and neatly dressed. Hard rock (blasting prohibited)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate. M-15 – Grade concrete

Providing and laying in position machine batched, machine mixed cement concrete (BMC) of M-25 grade for reinforced cement concrete work using cement content as per approved mix design including use of admixtures in recommended proportions as per IS 9103 to accelerate/retard setting, improve workability of concrete without impairing strength and durability as per direction of Engineer-in charge and pumping of concrete to site of laying and finishing but excluding the cost of centering, shuttering, and reinforcement. (Note: - Minimum cement content is 330 kg/cum) and no extra payment for extra cement used as per mix design. All works upto plinth level.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) Thermo-Mechanically Treated bars. FE 500 or more conforming to IS 1786

Cantering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level

Description of Work / Item(s)

Amount

HOCKEY COMPETITION FIELD

Supply and installation of LED Sports Light luminaire with a U-mounting bracket and housing made of Die-cast Aluminium with polycarbonate lens having CRI > 90, SDCM<5 and CCT of 5700K and shall be compliant with IP66 and IK08 classification. Luminaire shall be designed to emit at least 178000 nominal lumens with minimum system wattage of 1620W at a system efficacy of at least 110 lumen/watt. The luminaire shall be designed so as to ensure lumen depreciation of up to 30% over 50k burning hours @ design ambient temp 35 deg C. The luminaire should have choice of Narrow beam, symmetrical medium and symmetrical wide beam suiting various applications with exposed PC optic lens. Optical compartment should be with single diffuser. No Modular design. LED floodlight with multiple optics to meet required lighting level & uniformity. The luminaire should have fins on the back to ensure good heat dissipation through ventilation fan IP 66 protection minimum 6-8 for thermos cooling and to prevent dirt from settling on the luminaire along with aiming angle scale. The luminaire should be marine salt protected, vibrations proof and wind force protected. The luminaire enables interfacing with an external light console to mix Sports Star LED with other DMX ENABLE fixtures. The electronic driver should be fully integrated and shall have a power factor >0.95 and THD <10% with a minimum inbuilt surge protection of 10kV inbuilt in the driver and suitable for an operating temperature range of -40 to 50 deg C. Light weight, luminaire weight shall be <20kg without driver.The luminaire should comply with all the required IEC and IS standards. LM79 and LM80 reports must be submitted from a NABL accredited laboratory. Luminaire and driver must have BIS certificate and the same must be submitted for record. for fixture and driver. (The driver and fixture are of same company).

Supply, Installation, testing & commissioning of 37Mtr Top of Headframe Hot dip galvanised, polygonal high masts with fixed head frame/cross arms suitable for mounting up to 51 Nos of 1580W LED Flood lights Approx 17.7KG per Luminaire including all accessories required for mounting and assembling the mast. The height of the mast from base up to top of head frame shall be 55 mtrs. Polygonal high mast tower with fixed head frame along with provision for using man rider for accessing the head frame platform. Structural design of the high mast should be carried out as per the technical report no.7/ relevent standard and regulation. The mast should be designed considering base gust wind speed of 50m/s or as per IS 875 (applicable for Bhopal climate) and thickness of GI coating should withstand at the speed of 50m/s duly vetted from IIT/NIT/Regional Engineering College. Price shall include suitable 1.2m Lightning Arrestor as per requirement and 2 nos of LED Aviation Light. (GI or PU painted)

Supply, Installation, Testing & Commissioning of external manrider unit for accessing the head frame of High Mast. The unit shall be suitable for safe load carrying capacity of 300kg with climb speed not exceeding 9m/min.

Supplying, installation, testing and commissioning of IP-65 protected outdoor type Min.300mm pedestrian mounted enclosure for LED Drivers

Lighting Control System with DMX protocol along with required panels and accessories.

Supply of XLPE insulated FRLS heavy duty power cable conforming IS-7098 (Part-1) 1988, 1100 Volt grade, 2/3/4/8/10/12 core ISI marked with copper stranded/solid conductor. 4 SQMM

Supplying and fixing heavy duty cable gland for P.V.C. insulated armoured cable with brass washer, rubber ring complete erected with cable and lead connection etc. as per specification complete.

Gland size 22mm suitable for cable 2/3, 3½, 2/4 x 10 sq. mm or 2x 16 sq. mm

CAT6 TWISTED PAIR ARMORED CABLE with accessories

Fiber Optic Cable 6C OS2 SM Armored with accessories

Supplying and fixing PVC conduit ISI marked FRLS along with accessories on surface etc. as required

PVC conduit 25 mm. (MMS)

PVC conduit 40 mm. (MMS)

Earthing for Feeder Pillars & Poles with 40 mm dia.GI pipes 3.65 mm thick, 2.5M long and 1no. 4 SWG G.I wire 4M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection , to be filled with mixture of Earthing enhancement Compound.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil

Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and liftup to 1.5 m, disposed earth to be levelled and neatly dressed. Hard rock (blasting prohibited)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate. M-15 – Grade concrete

Providing and laying in position machine batched, machine mixed cement concrete (BMC) of M-25 grade for reinforced cement concrete work using cement content as per approved mix design including use of admixtures in recommended proportions as per IS 9103 to accelerate/retard setting, improve workability of concrete without impairing strength and durability as per direction of Engineer-in charge and pumping of concrete to site of laying and finishing but excluding the cost of centering, shuttering, and reinforcement. (Note: - Minimum cement content is 330 kg/cum) and no extra payment for extra cement used as per mix design. All works upto plinth level.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) Thermo-Mechanically Treated bars. FE 500 or more conforming to IS 1786

Cantering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level

Description of Work / Item(s)

Amount

SYNTHETIC ATHLETIC WARM TRAK AND FIELD

Supply and installation of LED Sports Light luminaire with a U-mounting bracket and housing made of Die-cast Aluminium with polycarbonate lens having CRI > 90, SDCM<5 and CCT of 5700K and shall be compliant with IP66 and IK08 classification. Luminaire shall be designed to emit at least 178000 nominal lumens with minimum system wattage of 1620W at a system efficacy of at least 110 lumen/watt. The luminaire shall be designed so as to ensure lumen depreciation of up to 30% over 50k burning hours @ design ambient temp 35 deg C. The luminaire should have choice of Narrow beam, symmetrical medium and symmetrical wide beam suiting various applications with exposed PC optic lens. Optical compartment should be with single diffuser. No Modular design. LED floodlight with multiple optics to meet required lighting level & uniformity. The luminaire should have fins on the back to ensure good heat dissipation through ventilation fan IP 66 protection minimum 6-8 for thermos cooling and to prevent dirt from settling on the luminaire along with aiming angle scale. The luminaire should be marine salt protected, vibrations proof and wind force protected. The luminaire enables interfacing with an external light console to mix Sports Star LED with other DMX ENABLE fixtures. The electronic driver should be fully integrated and shall have a power factor >0.95 and THD <10% with a minimum inbuilt surge protection of 10kV inbuilt in the driver and suitable for an operating temperature range of -40 to 50 deg C. Light weight, luminaire weight shall be <20kg without driver.The luminaire should comply with all the required IEC and IS standards. LM79 and LM80 reports must be submitted from a NABL accredited laboratory. Luminaire and driver must have BIS certificate and the same must be submitted for record. for fixture and driver(The driver and fixture are of same company).

Design, Manufacturing & Supply of 35M Stadium Mast including 5Mtr Head Frame suitable for wind speed 47M/sec. and suitable to install 20 nos. of LED luminaries in asymmetrical arrangement. The Mast shaft will be made of High Tensile Steel sheet with 450 grade steel. The Mast structure along with accessories should be hot dip galvanized with average coating of 85microns internally & externally with 0.006 silica contents. The zinc quality should be 99.99% to maintain galvanizing quality upto 25years. Stadium Mast shaft should be made in Three Sections including length of each sections should not be less than 10.98/10.98/10.39Mtr. of each Stadium Mast. Mast Top dia 350mm, Bottom dia 780mm, and sheet thickness will be 8/8/6mm (Bottom to Top) of each Mast. The dia meter of base plate should not be less than 1060mm, and Thickness of base plate 45mm. Head Frame should be 5x4.5mtr made of 5mm thick High Tensile Sheet with Top & bottom dia 350mm. PCD of Stadium Mast should not be less than 920mm suitable for 16Nos 39mm dia and 1000mm long 6.8Grade foundation bolts and 12mm thick Anchor Plate. PCD of Head frame should not be less than 430mm suitable for 8nos 24mm dia bolts. It also includes Design, Manufacturing, Supply, Erection & Commissioning of one set common for all 4mast man rider to carry 300kg load for maintenance purpose. It also includes Single dome aviation obstruction light TLL Make LED AOL (2Nos per Mast). Supply of Accessories required such as Double drum Double Gear (DDMFO) winch to lift the weight of 1000kg, 6mm 316 grade diameter SS wire rope with cupper end terminals, integral power tool motor, manual handle. It also includes Bull Dog grip, Torque Limitor, D-Clamp, Hardware box and other accessories. Stadium Mast OEM should have the NABL certification for Mast Structure to maintain the quality of products. High Mast will be inspected at Manufacturing plant before despatch of material. Stadium Mast Galvanizing bath should not be less than 14.3 meter long to maintain galvanizing quality of mast. No Trading and branding allowed specially for Stadium Mast. Mast OEM should have the manufacturing experience of 65M Stadium Mast which should be installed at any international level sports stadium. Design of Mast can change as per site requirement and suggestion of engineer in-charge.

Design, Manufacturing & Supply of 35M Stadium Mast including 5Mtr Double Head Frame suitable for wind speed 47M/sec. and suitable to install 40 nos. of LED luminaries in asymmetrical arrangement. The Mast shaft will be made of High Tensile Steel sheet with 450 grade steel. The Mast structure along with accessories should be hot dip galvanized with average coating of 85microns internally & externally with 0.006 silica contents. The zinc quality should be 99.99% to maintain galvanizing quality upto 25years. Stadium Mast shaft should be made in Three Sections including length of each sections should not be less than 10.98/10.98/10.39Mtr. of each Stadium Mast. Mast Top dia 400mm, Bottom dia 1000mm, and sheet thickness will be 10/10/10mm (Bottom to Top) of each Mast. The dia meter of base plate should not be less than 1280mm, and Thickness of base plate 50mm. Head Frame should be 5x4.5mtr made of 5mm thick High Tensile Sheet with Top & bottom dia 400mm. PCD of Stadium Mast should not be less than 1140mm suitable for 24Nos 39mm dia and 1500mm long 6.8Grade foundation bolts and 12mm thick Anchor Plate. PCD of Head frame should not be less than 470mm suitable for 12nos 20mm dia bolts. It's also icludes Design, Manufacturing, Supply, Erection & Commissioning of one set common for all 2mast man rider to carry 300kg load for maintenance purpose. It also includes Single dome aviation obstruction light TLL Make LED AOL (2Nos per Mast). Supply of Accessories required such as Double drum Double Gear (DDMFO) winch to lift the weight of 1000kg, 6mm 316 grade diameter SS wire rope with cupper end terminals, integral power tool motor, manual handle. It also includes Bull Dog grip, Torque Limitor, D-Clamp, Hardware box and other accessories. Stadium Mast OEM should have the NABL certification for Mast Structure to maintain the quality of products. High Mast will be inspected at Manufacturing plant before despatch of material. Stadium Mast Galvanizing bath should not be less than 14.3 meter long to maintain galvanizing quality of mast. No Trading and branding allowed specially for Stadium Mast. Mast OEM should have the manufacturing experience of 65M Stadium Mast which should be installed at any International level sports stadium. Design of Mast can change as per site requirement and suggestion of engineer in-charge.

Supply, Installation, Testing & Commissioning of external man rider unit for accessing the head frame of High Mast. The unit shall be suitable for safe load carrying capacity of 300kg with climb speed not exceeding 9m/min.

Supplying, installation, testing and commissioning of IP-65 protected outdoor type Min.300mm pedestrian mounted enclosure for LED Drivers

Supply of XLPE insulated FRLS heavy duty power cable conforming IS-7098 (Part-1) 1988, 1100 Volt grade, 2/3/4/8/10/12 core ISI marked with copper stranded/solid conductor. 4 SQMM

Supplying and fixing heavy duty cable gland for P.V.C. insulated armoured cable with brass washer, rubber ring complete erected with cable and lead connection etc. as per specification complete.

Gland size 22mm suitable for cable 2/3, 3½, 2/4 x 10 sq. mm or 2x 16 sq. mm

Supplying and fixing PVC conduit ISI marked FRLS along with accessories on surface etc. as required PVC conduit 25 mm. (MMS)

Earthing for Feeder Pillars & Poles with 40 mm dia.GI pipes 3.65 mm thick, 2.5M long and 1no. 4 SWG G.I wire 4M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection , to be filled with mixture of Earthing enhancement Compound.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil

Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and liftup to 1.5 m, disposed earth to be levelled and neatly dressed. Hard rock (blasting prohibited)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate. M-15 – Grade concrete

Providing and laying in position machine batched, machine mixed cement concrete (BMC) of M-25 grade for reinforced cement concrete work using cement content as per approved mix design including use of admixtures in recommended proportions as per IS 9103 to accelerate/retard setting, improve workability of concrete without impairing strength and durability as per direction of Engineer-in charge and pumping of concrete to site of laying and finishing but excluding the cost of centering, shuttering, and reinforcement. (Note: - Minimum cement content is 330 kg/cum) and no extra payment for extra cement used as per mix design. All works upto plinth level.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) Thermo-Mechanically Treated bars. FE 500 or more conforming to IS 1786

Cantering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level

Description of Work / Item(s)

Amount

HOCKEY PRACTICE FIELD

Supply and installation of LED Sports Light luminaire with a U-mounting bracket and housing made of Die-cast Aluminium with polycarbonate lens having CRI > 90, SDCM<5 and CCT of 5700K and shall be compliant with IP66 and IK08 classification. Luminaire shall be designed to emit at least 178000 nominal lumens with minimum system wattage of 1620W at a system efficacy of at least 110 lumen/watt. The luminaire shall be designed so as to ensure lumen depreciation of up to 30% over 50k burning hours @ design ambient temp 35 deg C. The luminaire should have choice of Narrow beam, symmetrical medium and symmetrical wide beam suiting various applications with exposed PC optic lens. Optical compartment should be with single diffuser. No Modular design. LED floodlight with multiple optics to meet required lighting level & uniformity. The luminaire should have fins on the back to ensure good heat dissipation through ventilation fan IP 66 protection minimum 6-8 for thermos cooling and to prevent dirt from settling on the luminaire along with aiming angle scale. The luminaire should be marine salt protected, vibrations proof and wind force protected. The luminaire enables interfacing with an external light console to mix Sports Star LED with other DMX ENABLE fixtures. The electronic driver should be fully integrated and shall have a power factor >0.95 and THD <10% with a minimum inbuilt surge protection of 10kV inbuilt in the driver and suitable for an operating temperature range of -40 to 50 deg C. Light weight, luminaire weight shall be <20kg without driver. The luminaire should comply with all the required IEC and IS standards. LM79 and LM80 reports must be submitted from a NABL accredited laboratory. Luminaire and driver must have BIS certificate and the same must be submitted for record. for fixture and driver (The driver and fixture are of same company).

Supply, Installation, testing & commissioning of 30Mtr Top of Headframe Hot dip galvanised, polygonal high masts with fixed head frame/cross arms suitable for mounting up to 12Nos of 1580W LED Flood lights Approx 17.7KG per Luminaire including all accessories required for mounting and assembling the mast. The height of the mast from base up to top of head frame shall be 30Mtrs. Polygonal high mast tower with fixed head frame along with provision for using man rider for accessing the head frame platform. Structural design of the high mast should be carried out as per the technical report no.7/ relevant standard and regulation. The mast should be designed considering base gust wind speed of 50m/s or as per IS 875 and thickness of GI coating should withstand at the speed of 50m/s duly vetted from IIT/NIT/Regional Engineering College. Price shall include suitable 1.2m Lightning Arrestor as per requirement and 2 nos of LED Aviation Light. (GI or PU painted)

Supply, Installation, Testing & Commissioning of external man rider unit for accessing the head frame of High Mast. The unit shall be suitable for safe load carrying capacity of 300kg with climb speed not exceeding 9m/min.

Supplying, installation, testing and commissioning of IP-65 protected outdoor type Min.300mm pedestrian mounted enclosure for LED Drivers

Supply of XLPE insulated FRLS heavy duty power cable conforming IS-7098 (Part-1) 1988, 1100 Volt grade, 2/3/4/8/10/12 core ISI marked with copper stranded/solid conductor. 4 SQMM

Supplying and fixing heavy duty cable gland for P.V.C. insulated armoured cable with brass washer, rubber ring complete erected with cable and lead connection etc. as per specification complete.

Gland size 22mm suitable for cable 2/3, 3½, 2/4 x 10 sq. mm or 2x 16 sq. mm

CAT6 TWISTED PAIR ARMORED CABLE with accessories

Fiber Optic Cable 6C OS2 SM Armoured with accessories

Supplying and fixing PVC conduit ISI marked FRLS along with accessories on surface etc. as required PVC conduit 20 mm. (MMS)

Earthing for Feeder Pillars & Poles with 40 mm dia.GI pipes 3.65 mm thick, 2.5M long and 1no. 4 SWG G.I wire 4M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection , to be filled with mixture of Earthing enhancement Compound.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil

Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and liftup to 1.5 m, disposed earth to be levelled and neatly dressed. Hard rock (blasting prohibited)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate. M-15 – Grade concrete

Providing and laying in position machine batched, machine mixed cement concrete (BMC) of M-25 grade for reinforced cement concrete work using cement content as per approved mix design including use of admixtures in recommended proportions as per IS 9103 to accelerate/retard setting, improve workability of concrete without impairing strength and durability as per direction of Engineer-in charge and pumping of concrete to site of laying and finishing but excluding the cost of centering, shuttering, and reinforcement. (Note: - Minimum cement content is 330 kg/cum) and no extra payment for extra cement used as per mix design. All works upto plinth level.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) Thermo-Mechanically Treated bars. FE 500 or more conforming to IS 1786

Cantering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level

Description of Work / Item(s)

Amount

RECREATIONAL FIELDS

Supply, Installation Testing and Commissioning of high-quality integral Dimmbale LED Flood Light with a minimum system lumen of 38000 Lm and system wattage not exceeding 300 W with a nominal efficiency 125 lumen/watt. CCT of 5700K with SDCM of < 5 and CRI : 70. The housing should be of non-corrosive high-pressure die-cast aluminum to with stand extreme environments. It should have corrosion resistant powder coating to pass NSS of 500 Hrs. with PF > 0.95. Lifetime of 50K hours @L70. Product should be suitable for continuous operation (10-12 Hrs. per day). The Ingress protection should be minimum IP 66 with an IK rating of 09. Optical and control gear compartments shall be maintainable/ replaceable without impacting the LED units. Luminaire should have options of symmetrical beam, asymmetrical and arrow beam angles. The access to the optical and the gear compartment should be separate. While accessing the gear compartment, the optical compartment should not be accessible. The Luminaire should have a 20 KV /10 KA SPD duly bolted in the Luminaire. The SPD should be able to sustain a minimum 15 hits of 10KA rating i.e. Total of 45 hits across all the three modes as per IEEE 62.41.2. The Luminaire should have a breather to ensure that air balance inside and outside of the Compartment The luminaire should be of Class B Serviceability. The wattage of each LED should be greater than 1 watt and less than 3 Watt. Only high power Single white LED chip with ceramic based suitable for outdoor use is allowed. Multi Chip , array multi die , mid power ,Integrated arrays and COB’s are not permitted. The LED used in the luminaire shall be SMD type only of make LGIT, Lumileds, Osram, Nichia, and CREE & no other make. The luminaire should be capable of withstanding voltage stress of 440V for 8 Hrs., should have an auto shutdown @ 325V and have an auto recovery feature. The Drivers should be a potted driver not a printed circuit board without casing, mounted inside the luminaire. Driver should be capable 1-10V analog dimming. LM79 and LM80 reports must be submitted from a NABL accredited laboratory. Luminaire and driver must have BIS certificate and the same must be submitted for records. Driver and luminaire shall be of same make. Similar to Philips Tango BVP485 LED 385CW

Supply, Installation, testing & commissioning of 16Mtr Top of Headframe Hot dip galvanised, polygonal high masts with fixed head frame/cross arms suitable for mounting up to 6Nos of 300W LED Flood lights Approx 12KG per Luminaire . The height of the mast from base up to top of head frame shall be 16Mtrs. Polygonal high mast tower with fixed head frame along with provision for using man rider for accessing the head frame platform. Structural design of the high mast should be carried out as per the technical report no.7/ relevant standard and regulation. The mast should be designed considering base gust wind speed of 50m/s or as per IS 875 and thickness of GI coating should withstand at the speed of 50m/s. Price shall include suitable 1.2m Lightning Arrestor as per requirement and 2 nos of LED Aviation Light. (GI or PU painted)

Supply, Installation, Testing & Commissioning of external man rider unit for accessing the head frame of High Mast. The unit shall be suitable for safe load carrying capacity of 300kg with climb speed not exceeding 9m/min.

Supply of XLPE insulated FRLS heavy duty power cable conforming IS-7098 (Part-1) 1988, 1100 Volt grade, 2/3/4/8/10/12 core ISI marked with copper stranded/solid conductor. 4 SQMM

Supplying and fixing heavy duty cable gland for P.V.C. insulated armoured cable with brass washer, rubber ring complete erected with cable and lead connection etc. as per specification complete.

Gland size 22mm suitable for cable 2/3, 3½, 2/4 x 10 sq. mm or 2x 16 sq. mm

IP 65 JUNCTION BOX

Supplying and fixing PVC conduit ISI marked FRLS along with accessories on surface etc. as required PVC conduit 20 mm. (MMS)

Earthing for Feeder Pillars & Poles with 40 mm dia.GI pipes 3.65 mm thick, 2.5M long and 1no. 4 SWG G.I wire 4M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection , to be filled with mixture of Earthing enhancement Compound.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil

Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and liftup to 1.5 m, disposed earth to be levelled and neatly dressed. Hard rock (blasting prohibited)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate. M-15 – Grade concrete

Providing and laying in position machine batched, machine mixed cement concrete (BMC) of M-25 grade for reinforced cement concrete work using cement content as per approved mix design including use of admixtures in recommended proportions as per IS 9103 to accelerate/retard setting, improve workability of concrete without impairing strength and durability as per direction of Engineer-in charge and pumping of concrete to site of laying and finishing but excluding the cost of centering, shuttering, and reinforcement. (Note: - Minimum cement content is 330 kg/cum) and no extra payment for extra cement used as per mix design. All works upto plinth level.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) Thermo-Mechanically Treated bars. FE 500 or more conforming to IS 1786

Cantering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level

Description of Work / Item(s)

Amount

SUMMERY SHEET :-

SYNTHETIC ATHLETIC TRACK (MAIN FOP)

HOCKEY COMPETITION FIELD

SYNTHETIC ATHLETIC WARM TRAK AND FIELD

HOCKEY PRACTICE FIELD

RECREATIONAL FIELDS