| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1727183895000 | 0 | None | None | Buildings | Construction of compound wall and other works for indira canteen in District civil hospital in Vijayapur city. | 2369955.66 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4069293 | 158306 | None | VOL-3 SI,NO2.10.b PAGE NO-10 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead | Cum | 640.5 | 640.5 | 22.5 | False | None | None | False | None | False | 14411.25 | 0 | | 4069294 | 158306 | None | Volum-1, SlNo-1.4.1,P.No-29 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 103.8 | False | None | None | False | None | False | 26375.58 | 0 | | 4069295 | 158306 | None | Volum-1, SlNo-2.1.5-iii,P.No-15 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications | Cum | 6463.8 | 6463.8 | 13.2 | False | None | None | False | None | False | 85322.16 | 0 | | 4069296 | 158306 | None | Volum-2, SlNo-5.1 .1,,P.No-9 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 70.43 | False | None | None | False | None | False | 414941.8665 | 0 | | 4069297 | 158306 | None | Volum-2, SlNo-6.1 , P.No-13 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work | Cum | 8631.0 | 8631.0 | 17.71 | False | None | None | False | None | False | 152855.01 | 0 | | 4069298 | 158306 | None | Volum-1, SlNo-2.3.3,P.No-16 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. | Cum | 10402.88 | 10402.88 | 17.82 | False | None | None | False | None | False | 185379.3216 | 0 | | 4069299 | 158306 | None | Volum-1, SlNo-2.11.a,.P.No-18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. | t | 93929.85 | 93929.85 | 1.28 | False | None | None | False | None | False | 120230.208 | 0 | | 4069300 | 158306 | None | Volum-2, SlNo-11.2,.P.No-77 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge | Kg | 118.65 | 118.65 | 1360.8 | False | None | None | False | None | False | 161458.92 | 0 | | 4069301 | 158306 | None | PWD SR V0lume-2 , Sl No-8.2.2, page no 41 | Providing 15mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.sqm | Sqm | 292.95 | 292.95 | 255.86 | False | None | None | False | None | False | 74954.187 | 0 | | 4069302 | 158306 | None | PWD SR V0lume2 , Sl No-8.23.2, page no 45 | Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineerin-charge | Sqm | 34.65 | 34.65 | 255.86 | False | None | None | False | None | False | 8865.549 | 0 | | 4069303 | 158306 | None | PWD SR Valume-2 , Sl No-8.33.3, page no 47 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 145.95 | 145.95 | 64.8 | False | None | None | False | None | False | 9457.56 | 0 | | 4069304 | 158306 | None | PWD SR Valume-2 , Sl No-8.58, page no 51 | Distempering with dry distemper of approved brand and manufacture (two coats) of required shade on new work, over and including water thinnable priming coat to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 47.25 | 47.25 | 255.86 | False | None | None | False | None | False | 12089.385 | 0 | | 4069305 | 158306 | None | PWD SR Valume-2 , Sl No-11.25.1, page no 83 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge | Kg | 118.65 | 118.65 | 138.6 | False | None | None | False | None | False | 16444.89 | 0 | | 4069306 | 158306 | None | PWD SR Valume-3 , Sl No-3.6, page no 17 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 270.0 | False | None | None | False | None | False | 139765.5 | 0 | | 4069307 | 158306 | None | PWD SR Valume-5, Sl No-16.3.2, page no 188 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall car RCC NP3 Class pipe of 300 mm dia. | Mtr | 1491.84 | 1491.84 | 30.0 | False | None | None | False | None | False | 44755.2 | 0 | | 4069308 | 158306 | None | PWD SR Valume-1 , Sl No-1.17.1, page no 10 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m ) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the workand all other appurtenances to complete in the following strata.All kinds of soils. Depth upto 1.50 m | Cum | 275.1 | 275.1 | 249.0 | False | None | None | False | None | False | 68499.9 | 0 | | 4069309 | 158306 | None | PWD SR Valume-5, Sl No-16.1.4, page no 187 | Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing 230 mm dia. pipes | Mtr | 987.84 | 987.84 | 5.0 | False | None | None | False | None | False | 4939.2 | 0 | | 4069310 | 158306 | None | PWD SR Valume-3, Sl No-6.8.1, page no 51 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification. | Sqm | 1121.4 | 1121.4 | 421.5 | False | None | None | False | None | False | 472670.1 | 0 | | 4069311 | 158306 | None | PWD SR Valume-5, Sl No-16.46.2, page no 204 | Providing and constructing of Machine hole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Heavy Duty cover and frame.For 1.2m dia 2M dia. | Nos | 52758.72 | 52758.72 | 2.0 | False | None | None | False | None | False | 105517.44 | 0 | | 4069312 | 158306 | None | PWD SR VOL-5 SI NO-10.1.11 | Providing PVC rengeite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. comp PVC pipes 250mm dia., 6 kg / sqcm & class 3 m . | m | 1618.4 | 1618.4 | 30.0 | False | None | None | False | None | False | 48552.0 | 0 | | 4069313 | 158306 | None | PWD SR VOL-5 SI NO-10.1.6 | Providing PVC ringette pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. comp PVC pipes 90mm dia., 6 kg/sqcm & class 3 m | m | 329.28 | 329.28 | 50.0 | False | None | None | False | None | False | 16464.0 | 0 | | 4069314 | 158306 | None | PWD SR VOL-5 SI NO-10.2.1 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for:Pipes of SN 4, 75mm dia. | Mtr | 243.04 | 243.04 | 50.0 | False | None | None | False | None | False | 12152.0 | 0 | | 4069315 | 158306 | None | PWD SR VOL-3 SI NO-10.17 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density | Cum | 2686.95 | 2686.95 | 55.35 | False | None | None | False | None | False | 148722.6825 | 0 | | 4069316 | 158306 | None | Vol-2, 8.19.1-44 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. | Sqm | 267.75 | 267.75 | 7.0 | False | None | None | False | None | False | 1874.25 | 0 | | 4069317 | 158306 | None | Vol-2, 8.3.1-41 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
| Sqm | 371.7 | 371.7 | 21.0 | False | None | None | False | None | False | 7805.7 | 0 | | 4069318 | 158306 | None | Vol-2, 8.32-46 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 163.8 | 163.8 | 28.0 | False | None | None | False | None | False | 4586.4 | 0 | | 4069319 | 158306 | None | Vol 5-11.3.3-127 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. Heavy Duty GI pipe of 25mm dia | m | 376.95 | 376.95 | 20.0 | False | None | None | False | None | False | 7539.0 | 0 | | 4069320 | 158306 | None | Vol5-11.6.3-129 | Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any. For 25 mm dia GI collar: | Each | 148.05 | 148.05 | 5.0 | False | None | None | False | None | False | 740.25 | 0 | | 4069321 | 158306 | None | Vol 5-11.7.3- 129 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for:For 25 mm dia GI elbow | Each | 127.05 | 127.05 | 5.0 | False | None | None | False | None | False | 635.25 | 0 | | 4069322 | 158306 | None | Vol 5-11.9.3-130 | Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if anyFor 25 mm dia GI TEE | Each | 144.9 | 144.9 | 6.0 | False | None | None | False | None | False | 869.4 | 0 | | 4069323 | 158306 | None | Vol 5-2.72.2-38 | Supply of PPR Ball Valve Plastic (Heavy Body) confirming to IS 15801- 2008 and DIN Standards 8077/8092 PPR Ball Valve Plastic (Heavy Body) 25mm | Each | 216.3 | 216.3 | 5.0 | False | None | None | False | None | False | 1081.5 | 0 |
| | 1727183895000 | 0 | None | None | Buildings | Providing Electrification for indira canteen in District civil hospital in Vijayapur city | 39754.51 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4069324 | 158307 | None | I.No. 32.10 ESCOM SR 2023-24 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath
Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 35 Sqmm, 4 Core, (15 GI Strips - 4 x 0.8 mm | Km | 176070.0 | 176070.0 | 0.045 | False | None | None | False | None | False | 7923.15 | 0 | | 4069325 | 158307 | None | I.No. 34.16 ESCOM SR 2023-24 | Straight Through Jointing Kit Suitable for 1.1 kV Class LTUG Cable as per IS-13573 25 to 35 Sq mm HS type | Set | 820.0 | 820.0 | 1.0 | False | None | None | False | None | False | 820.0 | 0 | | 4069326 | 158307 | None | I.No. 34.16 ESCOM SR 2023-24 | Epoxy Terminating Kit (Pothead) suitable for 1.1 kV, LTUG Cable Up to 4C x 50 Sqmm | Set | 324.0 | 324.0 | 1.0 | False | None | None | False | None | False | 324.0 | 0 | | 4069327 | 158307 | None | I.No. 34.16 ESCOM SR 2023-24 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using
Wooden/Aluminum Rollers as directed by the departmental staff 35 to 95 Sqmm | Km | 31139.0 | 31139.0 | 0.04 | False | None | None | False | None | False | 1245.56 | 0 | | 4069328 | 158307 | None | I.No. 22.10 ESCOM SR 2023-24 | LT UG Cable Heat shrinkable Straight Through Joint 35 to 95 Sqmm | Set | 284.0 | 284.0 | 1.0 | False | None | None | False | None | False | 284.0 | 0 | | 4069329 | 158307 | None | HESCOM SR 2023-24 item No:1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails and bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated | No | 262.0 | 262.0 | 14.4 | False | None | None | False | None | False | 3772.8 | 0 | | 4069330 | 158307 | None | PWD ele SR 2023-24 item No:1.9.4 | Supplying PVC flexible conduit pipe . mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely 40mm | No | 36.0 | 36.0 | 45.0 | False | None | None | False | None | False | 1620.0 | 0 | | 4069331 | 158307 | None | PWD ELE SR 2023-24, Item No 5.44.2 | Supply and Installation / Fixing / Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shock proof, IP65 (Weather Proof), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase / Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCB cut-out with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility. 300 mm x 450 mm x 214 mm | Each | 6163.0 | 6163.0 | 1.0 | False | None | None | False | None | False | 6163.0 | 0 | | 4069332 | 158307 | None | PWD ELE SR 2023-24, Item No 5.18.4 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. | Each | 739.0 | 739.0 | 2.0 | False | None | None | False | None | False | 1478.0 | 0 | | 4069333 | 158307 | None | PWD ELE SR 2023-24, Item No 5.30 | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-1 Accuracy with Temper Proof Energy Meter. | Each | 1380.0 | 1380.0 | 1.0 | False | None | None | False | None | False | 1380.0 | 0 | | 4069334 | 158307 | None | PWD ELE SR 2023-24, Item No 5.20.1 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. 16-25A | Each | 4277.0 | 4277.0 | 1.0 | False | None | None | False | None | False | 4277.0 | 0 | | 4069335 | 158307 | None | PWD ELE SR 2023-24, Item No 5.9.1 | Supplying and fixing HRC fuse units base on existing switch /
panel board. 6A to 16A | Each | 329.0 | 329.0 | 1.0 | False | None | None | False | None | False | 329.0 | 0 | | 4069336 | 158307 | None | PWD ele SR 2023-24 item No 11.8.2 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT More than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire More than IK08. Power Factor More than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiency More than 1301m/w, nominal CRI More than 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. LED Streetlight 40W | Each | 4024.0 | 4024.0 | 2.0 | False | None | None | False | None | False | 8048.0 | 0 | | 4069337 | 158307 | None | PWD ele SR 2023-24 Item No 13.1.2 | Supplying and Fixing dia class A GI pipe bracket up to 2ms long bent at suitable angle and fixing to this bracket street light fitting of all capacities to GI or GI or rail or RCC pole / wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires 32mm | Each | 1045.0 | 1045.0 | 2.0 | False | None | None | False | None | False | 2090.0 | 0 |
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