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| 1 | HEALTH WALKERProviding and fixing of Health Walker to enhance the mobility of upper and lower limbs and improve the flexibility of joints. The main structure frame shall be made from G.I. pipe minimum of 127mm \\"C\\" class welded with M.S. round base plate atleast @200 mm & 10 mm thick. The Handle Frame shall be made up of atleast 25 NB “C” Class G.I. Pipe. The footrests shall be made from Aluminum casting material of size not less than 130 mm x 310 mm x 5 mm thickness and mounted on M.S. Plate of size 130 mm x 310 mm x 3mm thick. High tensile steel with galvanized nuts and bolts shall be used for assembly. The powder coating shall be done with Pure Polyster powder of Ackzonoble Berger/ Nerolac paints with minimum 60 to 70 micron thickness, complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in-charge to fulfill the functional requirement. The indicative Design/Photo is as per enclosed Photo no. 2. (The cement concrete and excavation work shall be paid separately). |
| 2 | SIT UP BENCH DOUBLEProviding and fixing of Double Sit UP Bench of size not less than 1760 mm (length) x 1140 mm (width) x 660 mm (height), to enhance the flexibility of whole body. The main structure frame shall be made from G.I. pipe minimum of 127 mm \\"C\\" class welded with M.S. round base plate atleast @200 mm & 10 mm thick. The remaining Frame of the sit up board minimum of 32 mm NB shall be made from “C” class GI Pipe. The powder coating shall be done with Pure Polyster powder of Ackzonoble/Berger Nerolac with minimum 60 to 70 micron thickness, complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in-charge to fulfill the functional requirement. The indicative Design/Photo. OPG 402 Brand:SS. (The cement concrete and excavation work shall be paid separately). |
| 3 | MINI SKY SURFING BOARDProviding and fixing of Surfing Board of size not less than 1000mm (length) x 600 mm (width) x 1400 mm (height), to build up the muscle groups of the waist, enhance the body coordination and flexibility. The main structure frame shall be made from G.I. pipe minimum of 127 mm \\"C\\" class welded with M.S. round base plate atleast @200 mm & 10 mm thick. The footrests shall be made from high quality fiber reinforced plastic material. High tensile steel with galvanized nut bolts shall be used for assembly. The powder coating shall be done with Pure Polyster powder of Ackzonoble/Berger Nerolac with minimum 60 to 70 micron thickness, complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in-charge to fulfill the functional requirement. The indicative Design/Photo is as per enclosed. OPG 303 Brand SS, (The cement concrete and excavation work shall be paid separately). |
| 4 | DUAL SKY STEPPERProviding and fixing of Dual Sky Stepper to enhance the mobility of upper and lower limbs and improve the flexibility of joints. The main structure frame shall be made from G.I. pipe minimum of 127mm \\"C\\" class welded with M.S. round base plate atleast @200 mm & 10 mm thick. The Handle Frame shall be made up of atleast 25 NB “C” Class G.I. Pipe. The footrests shall be made from Aluminum casting material of size not less than 130 mm x 310 mm x 5 mm thickness and mounted on M.S. Plate of size 130 mm x 310 mm x 3mm thick. High tensile steel with galvanized nuts and bolts shall be used for assembly. The powder coating shall be done with Pure Polyster powder of Ackzonoble Berger/ Nerolac paints with minimum 60 to 70 micron thickness, complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in-charge to fulfill the functional requirement. The indicative Design/Photo is as per enclosed Photo no. 2. (The cement concrete and excavation work shall be paid separately). |
| 5 | BIG TURNING WHEEL(THAI-CHI SPINNER)Providing and fixing of Thai-Chi Spinner of size not less than 700mm (length) x 1000 mm (width) x 1280 mm (height), to increase mobility of shoulder elbow and high-knee. The main structure frame shall be made from G.I. pipe minimum of 127 mm \\"C\\" class welded with M.S. round base plate atleast @200 mm & 10 mm thick. High tensile S.S. nut bolts shall be used for assembly. The powder coating shall be done with Pure Polyster powder of Ackzonoble/Berger Nerolac with minimum 60 to 70 micron thickness, complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in-charge to fulfill the functional requirement. The indicative Design/Photo. (The cement concrete and excavation work shall be paid separately). |
| 6 | TRIPLE TWISTERProviding and fixing of Triple Twister Standing of size not less than 1500mm (length) x 600 mm (width) x 1300 mm (height), to enhance flexibility of waist. The main structure frame shall be made from G.I. pipe minimum of 127 mm \\"C\\" class welded with M.S. round base plate atleast @200 mm & 10 mm thick. The handle frame is minimum of 25 NB shall be made from “C” class G.I. Pipe.The twister plate to be fitted on the bottom frame shall be made up of M.S. plate of minimum size @300 mm and 10 mm thick. Closing Caps shall be made up of high quality Fiber reinforced Plastic material. High tensile steel galvanized nuts and bolts shall be used for assembly. The powder coating shall be done with Pure Polyster powder of Ackzonoble/Berger Nerolac with minimum 60 to 70 micron thickness, complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in-charge to fulfill the functional requirement. The indicative Design/Photo. (The cement concrete and excavation work shall be paid separately). |
| 7 | POWER PUSH CUM SHOULDER PRESSProviding and fixing of Chest Press Cum Seated Puller of size not less than 2000mm (length) x 710 mm (width) x 2200 mm (height), to enhance the strength of upper Limbs and the muscle in chest and shoulder. The main structure frame shall be made from G.I. pipe minimum of 127 mm \\"C\\" class welded with M.S. round base plate atleast @200 mm & 10 mm thick. The seats and Back rests to be filled on the outer frames shall be made up minimum of M.S. Sheet of size 330 mm x 300 mm x 2 mm thickness. Closing Caps shall be made up of high quality Fiber reinforced Plastic material. High tensile steel galvanized nuts and bolts shall be used for assembly. The powder coating shall be done with Pure Polyster powder of Ackzonoble/Berger/Nerolac with minimum 60 to 70 micron thickness, complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in-charge to fulfill the functional requirement. The indicative Design/Photo. (The cement concrete and excavation work shall be paid separately). |
| 8 | ROWERProviding and fixing of Rower to enhance flexibility of waist. The main structure frame shall be made from G.I. pipe minimum of 127 mm \\"C\\" class welded with M.S. round base plate atleast @200 mm & 10 mm thick. The handle frame is minimum of 25 NB shall be made from “C” class G.I. Pipe.The twister plate to be fitted on the bottom frame shall be made up of M.S. plate of minimum size @300 mm and 10 mm thick. Closing Caps shall be made up of high quality Fiber reinforced Plastic material. High tensile steel galvanized nuts and bolts shall be used for assembly. The powder coating shall be done with Pure Polyster powder of Ackzonoble/Berger Nerolac with minimum 60 to 70 micron thickness, complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in-charge to fulfill the functional requirement. The indicative Design/Photo. (The cement concrete and excavation work shall be paid separately) |
| 9 | LEG PRESSProviding and fixing of Leg Press of size not less than 1840mm (length) x 360 mm (width) x 1560 mm (height), to build up the muscles of thigh and enhance the strength of waist. The main structure frame shall be made from G.I. pipe minimum of 127 mm \\"C\\" class welded with M.S. round base plate atleast @200 mm & 10 mm thick. The Sleeve Frame minimum of 100 OD and of M.S. Seamless Pipe with thickness 5 mm. The Sleeve should be disassembled from main frame. The Footressts shall be made from casted Aluminum material, having sizes minimum of 130 mm X 310 mm X 5mm thick. Closing Caps shall be made up of high quality Fiber reinforced Plastic material. High tensile Steel with galvanized nut bolts shall be used for assembly. The powder coating shall be done with Pure Polyster powder of Ackzonoble/Berger Nerolac with minimum 60 to 70 micron thickness, complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in-charge to fulfill the functional requirement. The indicative Design/Photo. (The cement concrete and excavation work shall be paid separately) |
| 10 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles above 25 mm and upto 40 mm |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 12 | Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimum compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. |
| 13 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) |
| 14 | Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed. In rows 7.5 cm apart in either direction |
| 15 | Supplying, erecting and fixing in position specified precast RCC bench made of RCC grade M-30 consisting of 2 Nos. “L” shaped base support of thickness 100 mm back height 1000mm, front height 450 mm, base width 420mm and 5 Nos. RCC planks of size of 1500x100 x 50 mm and 1 Nos RCC planks of 150x200x50mm including joining all parts with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly with nice finish and appearance and level complete in all respect as per direction of engineer in-charge. Every bench should have a manufacturer’s logo of appropriate size Engraved at suitable place |
| 16 | Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately.) Red sand stone |
| 17 | Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 10 Mtr |
| 18 | Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . Double arm overhang |
| 19 | Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR LED Street Light fixture with Minimum lumen output 11225 lm Please Enable Macros to View BoQ information |
