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| Sl. No. | Item Description |
| 1 | CIVIL WORK- Earth work in excavation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer in Charge. |
| 2 | Filling the Foundation and Plinth, Sides of Foundation, etc. with excavated materials (excluding rock), in layers not exceeding 0.225 m in depth including cost of watering, ramming, dressing and levelling the top to proper level & gradient, cost of labour, conveyance, loading, unloading, T&P, etc, all complete as per the direction of Engineer-in-Charge. |
| 3 | Disposal of surplus/ excavated materials by mechanical means within 5km. Lead away from the site including cost of all labour , T&P complete as per the direction of the Engineer-in-charge. |
| 4 | Supplying, diluting and preparing chemical emulsion like Imidacloprid 30.5 % SC or other chemicals approved by Central Insecticides Board or as directed by the manufacturer and spraying the mixture uniformly by sprayer as Pre-Constructional Anti-termite Treatment confirming to IS 6313 (Part-II) and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building, expansion joints, surrounding the pipes and conduits etc. at the rate of 7.5 liters per sqm on vertical surface and 5.0 liters per sqm on horizontal surfaces, 50% of the emulsion to be filled in the holes made in trenches at 150mm center to center (or as directed by the manufacturer) including the cost of all materials, cost of all labour, conveyance, loading, unloading, T&P, etc. all complete as per the direction of Engineer-in-Charge. |
| 5 | Supplying and Filling with Sand in Foundation and Plinth in layers not exceeding 20 cm in depth, well watered and compact , top surface dressed and levelled to proper level and gradient including cost of all materials , conveyance, royalties, loading, unloading, cost of all labour, T&P, etc.All compelete as per the dirrection of Engineer-in-charge. |
| 6 | Providing and lying Plain Cement Concrete of proportion (1:3:6) in foundation & floor using 40 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge. |
| 7 | RCC WORK - Providing, lifting, hoisting and laying in position machine batched , machine mixed and machine vibrated design mix cement concrete of M-25 Including the cost of Centering and Shuttering (minimum cement content not less than 403 Kg/Cum) grade in reinforced cement concrete structural elements using black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth including the cost of all materials, cost of labour, conveyance,loading, unloading, royalties, watering and curing for the required period, T&P , hire & running charges of concrete mixer and vibrator, cost of Admixtures in recommended proportions ( as per IS 9103 ) to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc. complete as per the direction of the Engineer-in-charge but excluding the cost of steel reinforcement.In Foundation & Column Base |
| 8 | RCC Plinth Beam |
| 9 | R.C.C. Wall |
| 10 | R.C.C. Roof slab GF |
| 11 | RCC Column Super structure |
| 12 | RCC Roof Beam |
| 13 | R.C.C. Lintel GF |
| 14 | RCC Chajja |
| 15 | Providing & fixing TOR Fe-500 HYSD Reinforcement bars of required diameter and approved quality for Reinforced Cement Concrete work including straightening, cutting, bending, binding, welding(if approved) , joining (if necessary), tying the grills, hoisting, lowering and placing in position as per the approved design & drawings (BBS) with provision of standard fan hooks including the cost of all materials, cost of all labour, conveyance, loading, unloading, cost of binding wires of 18 to 20 gauge, T&P, etc, all complete as per the direction of Engineer-in-Charge.Note: (Linear measurements will be taken & quantity will be calculated on standard weight. Lap length of bars & Weight of binding wire will not be considered for measurement and payment). GF |
| 16 | Providing and laying Brick Masonry work in Foundation & Plinth using Fly ash bricks of 25 Cm. x 12 Cm. x 8 Cm. size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance + 2 % confirming to IS 12894 and IS 2212 in cement mortar (1:6) affter immersing the bricks for minimum 6 hours in water before use, with all necessary projections, splays cutting, circular moulding, corbelling, etc. as per the drawings including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, scaffolding, staging, watering and curing, sundries, T&P, etc. complete as per the direction of the Engineer-in-charge. |
| 17 | Providing and laying of Full Brick Masonry work in Superstructure using Fly ash bricks of 25 Cm. x 12 Cm. x 8 Cm. size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance + 2 % confirming to IS 12894 and IS 2212 in cement mortar (1:6) affter immersing the bricks for minimum 6 hours in water before use, with all necessary projections, splays cutting, circular moulding, corbelling, etc. as per the drawings including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, scaffolding, staging, watering and curing, sundries, T&P, etc. complete as per the direction of the Engineer-in-charge. GF |
| 18 | Providing 6 mm thick Cement Plaster in Cement Mortar of (1:4) to Ceilings of Roof Slabs, Stairs, Landings, Chajja, Shelves, Columns, Beams and Lofts etc. including roughening, scraping and cleaning and finishing the plastered surface smooth using wooden floats only to proper plumbs and level, making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading and royalties, all labour, scaffolding, watering and curing , sundries, T&P etc. complete as per direction of the Engineer-in-charge. GF |
| 19 | Providing 16mm thick Cement Plaster to the Surface of Brick Masonry Wall in Cement Mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading and royalties, all labour, scaffolding, watering and curing, sundries and T&P etc. complete as per direction of the Engineer-in-charge. GF |
| 20 | Providing 12 mm thick cement plaster in cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plastered surface smooth using wooden floats with proper plumbs and level including the cost of all materials, labour, conveyance, taxes, loading and unloading, labour cess, royalties, scaffolding, watering and curing, T&P etc. complete as per direction of the engineer-in-charge. G.F |
| 21 | Providing average 25mm thick grading Concrete in C.C ( 1:2:2 ) using 6mm size crusher broken black hard granite chips using 2% water proofing cement compound (Make: Sika / Fosroc / Equivalent) after scraping and cleaning the roof surface and finishing smooth to proper slope and gradient including cost of all materials, conveyance, sundries,T&P watering and curing by ponding water over terrace slab etc. complete as per the direction of the Engineer-in-charge. G.F |
| 22 | Supplying , fitting and fixing of two track UPVC sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures. |
| 23 | Supplying and finishing the plastered surface of wall using Cement Based Wall Putty (Water Based) of approved make and quality and finished smooth and even surface to receive the paint including the cost of all materials, cost of all labour, conveyance, taxes, loading, unloading, scaffolding, T&P, etc, all complete as per the direction of Engineer-in-Charge. GF |
| 24 | Priming one coat with wall cement primer (water bound) to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in-charge. (Internal & External). GF |
| 25 | Painting two coats with Oil bound Distemper over a coat of cement primer to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering to receive painting in walls, at all heights with staging where ever necassary with cost, conveyence of all materials, cost of all labour, labourcess, all T&P etc.Required of the work complete the work as per the direction of engineer incharge. |
| 26 | Providing and Painting with Two Coats Weather Coat Paint (exterior grade) of approved make & shade manufactured by reputed manufacturer make an even finished surface over a coat of water bound cement primer and wall putty in all heights with all scaffolding and staging charges including cost, conveyance, cost of all labours, T & P, sundries etc. as required for the work complete. GF |
| 27 | Providing and painting Two Coats of Synthetic Enamel Paint of approved quality, brand and shade over a coat of red oxide primer to Iron Work including cost, conveyance, royalties , cost of all labour, labour cess, T&P etc. required for the work complete as directed by the Engineer-in-Charge. (Note: Colour & shade to be approved before procurment & use). GF |
| 28 | Modified cementitious waterproofing coating over roof slab/Toilet after carrying out pond test on roof slab/Toilet, filling all defects, saturating the surface, mixing the products and then application in 2.0 mm thickness (1.8 Kg / sqm coverage rate for 1.0 mm thickness) in suitable layers complete in all respect, all materials, tools, plant & labour complete in all respect. Density 1850kg/m³ , Mix ratio (Powder to liquid) 3:1 by weight ,Water penetration Din 1048 1.5 Bar no leakage Potlife @ 25°C 2 hours & @ 40°C 30 minutes,Recoatable: 8-12 hours Elongation >42% (air) & >31% (under water),Tensile strength >20 kg/cm2 ,VOC content (HK prod code P10-17) 0.5 g/L including cost of all materials, conveyance, taxes and sundries,T&P, watering and curing by ponding water over terrace slab etc. complete as per the direction of the Engineer-in-charge.(Make:Star Chemicals India pvt ltd/ MYK /Sika/Sunanda ) |
| 29 | Supplying, fitting & fixing in all floors of M.S. grills, grill gates, M.S. gates, garage door, collapsible gates with top and bottom rails, steel windows, critical frames for windows, stair case and parapet railing made out of M.S Square bar/ flat including stair case hand railing with 40mm. dia G.I.pipe etc. including painting two coats over a coat of redoxide primer as per approved drawing and design with cost of all materials & labour, labour cess, T&P etc. complete in all respect as per specification & direction of the Engineer-in-Charge. |
| 30 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.including cost, conveyance, loading, unloading,stacking, and taxes of all materials , cost of all labours, staging, scaffolding, sundries, T&P etc. complete as per the direction of the Engineer-in-charge. |
| 31 | EI Works - Supply, Design, Manufacturing, supply and installation of hot dip galvanised, polygonal high mast with fixed head frame suitable for mounting of greater than equal to1550 W LED flood light fixtures complete with all accessories as required. The height of the mast from base upto top head 30 mtr.Design, Manufacturing, Supply of Hot dip galvanized, polygon high mast poles with fixed head frame (Design Conforming to PLG 7, IS- 875 (Part-3):1987, Galvanizing confirming to BSEN ISO 1461:1991 and material confirming to BS EN 10025, S355, IS:2062) suitable for mounting such Nos. of LED fittings to achieve lux level as defined in light fixture item. Construction of shallow foundation with M25 grade concrete for the highmast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2.5 metre depth with all materials and labour. The required height of the high mast poles from base upto top of head frame shall be 30 Mtrs. The High mast pole has to be designed for base wind speed as per IS 875 Part-3 1987 (i.e. 55 mtrs per second) relating to wind load on structure and also confirm BSEN 40 -1:1992 relating to general construction. special steel foundation bolt as required along with nuts, washers, anchor plate and common template. The Safety factor for wind load in ultimate limit state shall be taken as 1.5. Each pole must be provided with winch, thread and motor for man rider unit. Each high mast pole must be provided with lightening arrester (min. 2 Mtr. Length) mounted at the top of high mast pole fabricated by OEM only. The complete item shall be as per specifications and additional conditions attached etc. as required. Etc. Complete as per direction of E.I.C.The structural design of the pole and wind load calculation by considering the weight of the luminaires will be duly vetted by IIT/NIT/Design wing of PWD and shall be approved by concerned civil wing( SE, Bhadrak (R&B) Division)/competant authority.Cost of the testing shall be borne by the contractor. Make: Bajaj/RR Ispat/Valmont/Vakrangee/Utkarsh |
| 32 | Supply Installation Testing and Commissioning of external man-rider unit made from Hot dip galvanized steel for accessing the head frame with climb speed not more than 9 meter per second and load capacity of minimum 300 KG (On board). The complete item shall be as per specification and additional condition attached. complete etc. as required. Make: Bajaj/RR Ispat/Valmont/Vakrangee/Utkarsh |
| 33 | Supply Installation Testing and Commissioning of Energy efficient IP66, IK08 LED Floodlight luminaires of wattage 1550-1600W delivering minimum system lumen of 1,73,800 lumens at ambient temp of 35 deg C and having a System Efficacy at Optical level of System greater than equal to 110lm / watt, compliant to IS-10322/IEC60598. The Luminaire shall be with Single piece pressure die-cast aluminium housing with thermal management through natural Passive Cooling/ Active cooling with polycarbonate lens cover dedicated rotational/symmetrical optic with reduced glare properties. The housing shall not be amalgamation of pressure diecast multiple modules/individual housings and shall be corrosion resistant aluminium finished in colour of raw aluminum with U Shaped Mounting Bracket. The end-caps can be easily opened to access the bolts to aim the floodlight; the slot-hole in the bracket facilitates flexible installation. The Luminaire shall be provided the different beam angles (min 3 beam angles) to suit the different mounting arrangement and required lighting parameters. The LEDs shall be SMD High Power LEDs (COB type LED chip is not acceptable. MultiChip LED arrays is not acceptable), Individual LED >1W and 130lumens/watt (at design operating current and Tj – 85deg C.), CCT: 5700°K, CRI≥90, SDCM ≤ 5, Limits of the harmonic current to be as per IS: 16103 (Part 1): 2012 and IEC 61000-3-2 with Total Harmonic Distortion≤ 20% @ full load. The Luminaire life shall be 50000 Hrs @ Ta35°C. It shall operate at an operating temperature range of -40°C up to +35°C, and shall have Television Lighting Consistency Index (TLCI) ≥ 90. LED luminaires shall be able to offer Dynamic Lighting control with an appropriate DMX enabled driver & system. The Driver shall be potted with epoxy/Asphalt/Silicon & encapsulated. LED Driver shall have efficiency ≥85%, power factor 0.95 at full power, Flicker Frequency ≤3%, Surge protection of 10kV. LED Sports Flood Light luminaires shall be one single unit with Non-integral driver . External Surge protection (SPD) with Thermal Protection (TMOVs) of minimum 10KV/5KV with capability to withstand a minimum of 15 pulses of 10KV/5KV to be separately installed (fixed with screws) Externally/Internally with each fixture, compliant to IEC 62305 & IEC 61643-11- 2011. The Driver unit lifetime should be 50000 hours at operation temperature range with a failure rate of max 0.5% per 5000 hours. Driver shall be DMX dimming control compatible to use with suitable dimming control & control accessories. Dimming protocol should be with remote control monitoring and individual light fixture should be addressable and compatible for integration with sound control in future. The cost is inclusive of DMX Control system, DMX control cable and other accessories.All components shall be mounted in an outdoor enclosure made of 2mm Hot dip GI outdoor IP66 panel with provision of aluminium tray, cable terminals and forced-cum-natural cooling. The Luminaire and Driver shall have BIS certificationTHe parameters for football field and atheletic running track shall be as follows:Football fieldAverage LUX should be greater than equal to 791 Lux , EMin/ Eavg greater than equal to 0.85, EMin/Emax greater than equal to 0.71 , UGR less than 40 Atheletic Track Average LUX should be greater than equal to 754 Lux , EMin/ Eavg greater than equal to 0.66, EMin/Emax greater than equal to 0.51 , UGR less than 40 Warranty of the light fixture shall be 5 years. The contractor shall submit the lighting design and all the reports such as LM79,LM80,IK,IP from third party central/state govt. NABL accredited LAB as per the specificaion mentioned in the BOQ meeting the required Lux levels for necessary approval from SE, Electrical Circle(R&B) and CE,Bdgs, Odisha, Bhubaneswar. After supply of material, a random sample will be chosen and will be sent to Govt. NABL approved lab for destructive test for verification of genuinity of all the reports.If the product does not comply with the reports submitted, the whole lot will be rejected.Cost of the testing shall be borne by the contractor. Make-Phillips /LT/Schreder Make of LED-Cree/Nichia/Lumileds/Osram |
| 34 | S/I/T&Commissioning of LT Outdoor CPRI tested floor mounted cubical type electrical control panel made out by 2mm CRCA steel sheet duly derusted & painted by simens grey powder cote paint is designed as G.A drawing.as per direction of Engg.-in-Charge. Warrentee period of replacement of panel & accessories must be 1 year & compelete test certificate must be submitted along with panel board including component list.. 20X10MM Separate Aluminium Earth bus bar should be installed. All the feeders shall have ON/OFF/TRIP indication.Provision of 40kA 3P+N type 2 SPD alongwith 63A, 4P, MCB, C series, 10kA is to be given in the incomer.Mandatory provision of cable alley is to be given. Incoming : 1 nos 125 amp 25 KA MCCB with TMR based release with adjustable overload ,Icu=100%Ics, . Make-LEGRAND-DPX3/ Siemens-3VA/ Schneider- CVS/ ABB FORMULA ,Handle and all required accessories.Busbar- 04 numbers of 150Amps Aluminium busbar duly sleeved by color coded PVC sleeve & supported by suitable size DMC insulator OUTGOINGS:-26 nos. 10 Amps, DP, MCB (10 kA), C series for individual flood light.Instrument- (i)3 numbers phase indicating lamp for R,Y,B inndication with 2A SP MCB,C,10KA. ( Make-LEGRAND-DX3 / Siemens-Betaguard/ Schneider- Acti 9/ABB SB 200)(ii) 01 set of 3 ph digital type Voltmeter(Make-Siemens/Schneider/ABB/Legrand).(iii)01 set of 3 ph digital type Ammeter(0-200)A(Make-Siemens/Schneider/ABB/Legrand) with CTs 125/5A 3 nos class 1 type complete as per the direction of Engineer-in-charge.Make of MCCB- LEGRAND-DPX3 / Siemens-3VA Model/ Schneider- CVS/ ABB Formula |
| 35 | S/I/T&Commissioning of LT Outdoor CPRI tested floor mounted cubical type electrical control panel made out by 2mm CRCA steel sheet duly derusted & painted by simens grey powder cote paint is designed as G.A drawing.as per direction of Engg.-in-Charge. Warrentee period of replacement of panel & accessories must be 1 year & compelete test certificate must be submitted along with panel board including component list. 40X10MM Separate Aluminium Earth bus bar should be installed. All the feeders shall have ON/OFF/TRIP indication.Provision of 65kA 3P+N type 1+2 SPD alongwith 63A, 4P, MCB, C series, 10kA is to be given in the incomer.Mandatory provision of cable alley is to be given. In commer- 01 no 400 A 4P MCCB 36kA with LSIG Microprocessor release ,Icu=100%Ics ( Make-LEGRAND-DPX3 / Siemens-3VA Model/ Schneider- CVS/ABB Formula),320 A 4P Manual Changeover Busbar- 04 numbers of 500Amps aluminium busbar duly sleeved by color coded PVC sleeve & supported by suitable size DMC insulator. Out going- 05 nos 125A 4P MCCB 25 kA , with TMR based release with adjustable overload ,Icu=100%Ics, . Make-LEGRAND-DPX3/ Siemens-3VA/ Schneider- CVS/ ABB FORMULA Instrument- (i)3 numbers phase indicating lamp for R,Y,B inndication with 2A SP MCB,C,10KA. ( Make-LEGRAND-DX3 / Siemens-Betaguard/ Schneider- Acti 9/ABB SB 200)(ii) Provision of 3 ph digital type Voltmeter(Make-Siemens/Schneider/ABB/Legrand) for all the incoming and outgoing feeders.(iii)Provision of 3 ph digital type Ammeter(Make-Siemens/Schneider/ABB/Legrand) with CTs 3 nos class 1 typeof suitable rating for all the incoming and outgoing feeders.Make of MCCB- LEGRAND-DPX3 / Siemens-3VA Model/ Schneider- CVS/ ABB Formula |
| 36 | Supplying,laying of 3cx2.5 sq.mm copper flexible cable with insulated cover with all other concerned materials as per direction of Engg.-in-Charge. Ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period for acceptance of materials(make-Finolex/Polycab/HAVELLS/RR KABLE/KEI/Gloster ) |
| 37 | Supplying of one number PVC insulated armoured and PVC sheathed XLPE property AL. conductor power cable of 1.1 KV grade Make- Finolex/Polycab/HAVELLS/RR KABLE/KEI/Gloster of following size cables as per direction of Engg.-in-Charge. 3.5 core x 50 sq mm Aluminium armoured Cable.(FOR DISTRUBUTION PANEL) |
| 38 | 3.5 core x 150 sq mm Aluminium armoured Cable.(FOR MAIN PANEL) |
| 39 | Supplying,installation,testing & commissioning Of Earthing with copper earth plate 600 mm x 600mm x 3.15 mm thick ISI marked including accessories and providing masonary with cover plate having loccking arrangement and watering pipe etc (WITH charcoal and salt) as required as per direction of Engg.-in-Charge. |
| 40 | Supplying,installation,testing & commissioning of materials and installation of GI earth plate 600mmx600mmx6mm thick ISI marked with G. I. nut bolts & washers including cost of burnt wood charcoal, salt, foreign soil, water pouring arrangements, brick masonary enclosure on top with removable RCC cover complete with labour for excavation of pit in all kinds of soil & rock as required and as per direction of Engineer-in-charge. |
| 41 | Providing and fixing 50 mm X 6 mm GI strip on surface or in recess for connections etc. as required. .. |
| 42 | Supply of Elegant look 60 W(Greater then equal 190lm/W) AIO LED Solar Street lights having extruded alluminium housing, 180Wp or more (subjected to final panel backup calculation with dimming profile of 100% output for 2 hrs, 90% output for 1 hr, 60% output for 1 hr and 50% output for 8 hrs per day. The calculation is to approved by SE,Electrical Circle (R&B) and CE ,Buildings, Odisha, BBSR before final procurement of the product.) Mono Crystalline Panel/Laminates fixed on the top of the luminaire housing, maintenance free 12.8 volts 96 Ah or more (subjected to final battery calculation with dimming profile of 100% output for 2 hrs, 90% output for 1 hr, 60% output for 1 hr and 50% output for 8 hrs per day. The calculation is to approved by SE,Electrical Circle (R&B) and CE ,Buildings, Odisha, BBSR before final procurement of the product.) LiFePO4 battery(BIS certified) , BMS, MPPT charge controller, PIR sensor( when there will be no movement the lumens output will be 30% output).The solar panel and battery should be designed to provide 2 days (24 hrs ) back up . The luminaire is having IP 65 protection for critical components, IK 08 and having lumen output of >=11400 lumens as per LM 79 report third party/central/state govt accredited NABL lab to justify the lumen output & lumen efficacy . Lenses should be provided on the LED chip for better lighting dstribution to avoid glare on human eyes. Both the luminaire and Mono Crystalline Panel must be manufactured in India. The Solar lighting company must submit the third party central/state govt accredited NABL lab reports to justify the lumen efficacy,luminaire output , IK 08 and IP 65 protection.The Luminaire should be supplied along with adjustable type mounting bracket which can be fitted directly on the pole.The Solar lighting manufacturer must submit the declaration letter by mentioning that complete solar light and the solar panel are manufactured in India and warranty certificate on their company's letterhead by mentioning warranty period as 5 years and necessary aftersales Service will be provided through their tollfree base service network located within 100 KM from the project site. The Solar Street light manufacturer should have own NABL accredieted laborotory. The following test reports must be submitted and approved from SE,Electrical Circle (R&B) and CE ,Buildings, Odisha, BBSR for the technical acceptance of the products.1.LM 79 REPORT and LM 80 Report ( from third party/central/state govt accredited NABL lab of AIO solar light) , 2. IK 08 ( from third party/central/state govt accredited NABL lab of AIO solar light ) , 3. IP 65 (Report of third party/central/state govt accredited NABL lab of AIO solar light 4. EN50530 – MPPT Efficiency , 5. IEC61547 , 6. IEC61000-3-2 – EMC , 7. IEC 60598-2-3 ,8. IEC 62109-1, ( The necessary test reports of third party/central/state govt accredited NABL lab from sl no. 4 to sl no.8 must be submitted for any wattage of AIO solar light )Make-(Philips/Panasonict/Wipro/Crompton/Bajaj/Havells/LT ). NB: The cost includes 5 years CMC including repair/ Maintenance/ replacement of the product in case of any defect. |
| 43 | Supply of 8 mtr long hot dip Galvanized Octagonal pole manufactured from HT steel as per BS EN 10025/IS 2062 having minimum yield strength of 350 N/ SQMM having top dia of 70 MM A/F and bottom dia of 155 MM A/F of 4 mm thick or more , base plate as per IS 2062 complete with 4 nos. En 8 grade foundation bolts to withstand basic wind speed of 180 KM/HR wind speed (As per structural calculation of pole manufacturer )or more (Make of poles: Utkarsh/Bajaj/RR Ispat/Vakarangee as per direction of Engg. in Charge. The structural calculation ,TDS of pole and civil foundation shall be duly approved by the competant authority from civil wing before execution of the work. |
| 44 | Construction of RCC foundation by using M20 grade RCC and Fe415 grade reinforcement in the foundation by considering the SBC as 10 T per sq mtr and fixing 4 nos. EN8 grade foundation bolts in that foundation & installation of pole with solar light on that foundation using suitable machinery.The work shall be executed as per the instruction of EIC . The structural calculation and civil foundation shall be duly approved by the competant authority from civil wing before execution of the work. |
| 45 | Installation of 60W AIO LED solar street light on 8 mtr octagonal pole by suitable machinery as per the direction of Engineer-in-charge. |
| 46 | STREET LIGHT: S/I/T&Commissioning of LT OUT DOOR FLOOR mounted cubical type IP66 based panel made out by 2mm CRCA steel sheet duly derusted & pented by simens gray powder cote paint is designed as G.A drawing. (FOR USE) with 63A TPN MCB 01 NO,1 no. Astronomical digital timer, AUTO MANUAL(with start and stop push button) SELECTOR 63 A 3P contactor, OLR,RYB,ON,OFF trip indication, Type-II SPD 40ka ,,04 nos 10A 4P MCB,C,10KA as outgoing MCB legrand dx3/ schneider acti9 A9N/ Siemens betaguard/ ABB ( SB 200) as per direction of Engg.-in-Charge. Ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period 1 years of acceptance of materials |
| 47 | SITC of Street light- 120W,130 lm/w efficacy ,IP PC Lens new generation energy saving & environmental friendly long life versatile pressure die-cast alluminium IP66, IK 08 roadway luminaire with high power LED as light source with acrylic cover(Make:LT/ /Philips/Wipro/Havells/Crompton/Bajaj/PANASONIC ) (5Years Warranty) |
| 48 | Supply of 8 mtr long hot dip Galvanized Octagonal pole manufactured from HT steel(with decorative single arm) as per BS EN 10025/IS 2062 having minimum yield strength of 350 N/ SQMM having top dia of 70 MM A/F and bottom dia of 155 MM A/F of 3 mm thick or more , base plate as per IS 2062 complete with 4 nos. En 8 grade foundation bolts to withstand basic wind speed of 180 KM/HR wind speed (As per structural calculation of pole manufacturer )or more (Make of poles: Utkarsh/Bajaj/RR Ispat/Vakarangee as per direction of Engg. in Charge.The structural calculation ,TDS of pole and civil foundation shall be duly approved by the competant authority from civil wing before execution of the work. |
| 49 | Supply of 8 mtr long hot dip Galvanized Octagonal pole manufactured from HT steel(with decorative DOUBLE arm) as per BS EN 10025/IS 2062 having minimum yield strength of 350 N/ SQMM having top dia of 70 MM A/F and bottom dia of 155 MM A/F of 3 mm thick or more , base plate as per IS 2062 complete with 4 nos. En 8 grade foundation bolts to withstand basic wind speed of 180 KM/HR wind speed (As per structural calculation of pole manufacturer )or more (Make of poles: Utkarsh/Bajaj/RR Ispat/Vakarangee as per direction of Engg. in Charge. The structural calculation ,TDS of pole and civil foundation shall be duly approved by the competant authority from civil wing before execution of the work. |
| 50 | Construction of RCC foundation by using M20 grade RCC and Fe415 grade reinforcement in the foundation by considering the SBC as 10 T per sq mtr and fixing 4 nos. EN8 grade foundation bolts in that foundation & installation of pole with solar light on that foundation using suitable machinery.The work shall be executed as per the instruction of EIC . The structural calculation and civil foundation shall be duly approved by the competant authority from civil wing before execution of the work. |
| 51 | Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade size not exceeding 25 SQ. MM direct in ground in the trench in one horizental formation including excavation ,sand coushing protection covering and refilling the trench etc as required as per direction of Engg.-in -charge. |
| 52 | Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade size exceeding 25 SQ. MM but not exceeding 120 SQ. MM direct in ground in the trench in one horizental formation including excavation ,sand coushing protection covering and refilling the trench etc as required as per direction of Engg.-in -charge. |
| 53 | Supplying of one number PVC insulated armoured and PVC sheathed XLPE property AL. conductor power cable of 1.1 KV grade Make- Finolex/Polycab/HAVELLS/RR KABLE/KEI/Gloster of following size cables as per direction of Engg.-in-Charge. 3.5 core x 25 sqmm |
| 54 | 4 core x 10 sqmm |
| 55 | Supplying and making end termination with 4 core x10 sq mm brass compression gland and aluminium lugs for following mentioned size cable.as per direction of Engg.-in-Charge. |
| 56 | Supplying and making end termination with 3.5 core x25 sq mm brass compression gland and aluminium lugs for following mentioned size cable.as per direction of Engg.-in-Charge. |
| 57 | SIGNAGES: SITC flexyl of Photoluminescent based Glow-in-the-dark sheeting with luminious properties enclosed in a weather-proof UV stabilized film with UV screen printing by imported inks pasted over 3 mm Thick Cast Acrylic Sheet with the Protection of 3 mm Thick Cast Acrylic from Front side with stud type mirror screw with lifespan of 5 years, visible upto 4-6 hrs in total darkness for floor indication, fire exit, hydrant, hose reel, fire extinguisher, MCP, fire alarm panel, in case of fire, lift, alarm valve signages |
| 58 | Supply delivery ,installation andcommissioning of LED Sign Board as per below specification of Box type Display Matter:-1-DHARMASALA SPORTS COMPLEX, JAJPUR (English Letter Red Color) Letter Height 36 Inch.2- (Odiya Letter Red Color) Letter Height 36 Inch3-Government of Odisha Logo (36X36 Inch) ACP Sheet:- Aluminum composite panel sheet(ACP) Outdoor type 3 mm (Viva, Alomax, Imperia Décor, Citi Bond ) Supporting of English Letter.Plastics Sheet: - 3mm Plastics Sheet (Yellow, Red) Color & Raising of 2.5 inch.(Gray) (Acast)L.E.D :- 0.3 to 1.5 Watts (Yellow, Red) Color (Samsung, GE, Osaram, Philips, LG) Power Supply: - SMPS (Switch mode Power Supply), RPS (Regulate Power Supply).In put Voltage 160 to 230 A.C./ Out put Voltage 12/24 Volts D.C. (Samsung, GE, Osaram, Philipes, LG). The panel should be supplied with astronomical timer and contactor for auto ON/OFF . The panel should be supplied with overvoltage and undervoltage relay with 20 kA TYPE 2 SPD.The panel should be outdoor type. The letter structure to be installed on the top of the building. It shall withstand 200 km/hr wind velocity, MS ANGLE with primer and paint as per need for sustainable fixture 2 inch Ms pipe fastened with concerte. The cost is inclusive of all the structures, LED light, timer control panel and all other accessories. Make-Cosign/Sign media Please Enable Macros to View BoQ information |
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