Rural Development And Panchayat Raj Department Tender

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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.

Rural Development And Panchayat Raj Department - RDPR Tender

Works
Civil And Construction
Solid Waste Management
Opening Date19 Feb 2025
Closing Soon10 Mar 2025
Tender Amount₹ 80,35,837.83 
Notes
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2.1.3. - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarseaggregates(P.No.15 , I.No. 2.1.3, Volume 1 SR 2023-24)

41.25

6707

276691.8

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2.1.4 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6( M10) Using 20 mm nominal size graded crushed coarseaggregates(P.No.15 , I.No. 2.1.4, Volume 1 SR 2023-24)

18.48

6963

128676.9792

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2.2.1 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6( M10) Using 20 mm nominal size graded crushed coarseaggregates(P.No.15 , I.No. 2.2.1 Volume 1 SR 2023-24)

16.14

10562

170473.2624

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2.2.1 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6( M10) Using 20 mm nominal size graded crushed coarseaggregates(P.No.15 , I.No. 2.2.1 Volume 1 SR 2023-24)

24.95

9505

237173.203

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1.5.1 - Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated surfaces, disposing off or levelling the excavated earth or sorting& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage of machinery & other appurtenacesrequired to complete t.(P.No.8 , I.No. 1.5.1, Volume 1 SR 2023-24)

72

334

24111.36

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2.11 - Supplying, Fitting and Placing TMT Fe 550 / 550 D & above Reinforcement in Including cost of all materials ,labour cleaning straightening cutting bending hooking lapping /welding joints tying with binding wire /soft annealed steel wire and other ancilary operation complete as per drawing and technical specificeation.(h) ALL other type of structures .(P.No. 18, I.No. 2.11a ,Volume 2 2023-24)

15.92

100191

1595054.0928

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5.5 - Providing and constructing laterite size stone masonry including costand conveyance of all materials curing etc complete as per specificationI.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 forsaturated dry samples - For Basement in CM 1:6.(PWD SR2023-24,VOLUME-2 PAGE NO-9,I-5.5)

11.54

7221

83339.1104

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8.3.1 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) tobrick/stone masonry including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding, including cost ofmaterials, labour, curing complete as per specifications and as per directions of Engineer-in(PWD SR2023-24,VOLUME-2 PAGE NO-41,I-8.3.1)

325.91

396

129216.7968

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8.41 - Extra for providing and mixing water proofing material in cement plasterwork in proportion recommended by the manufacturers including cost ofmaterial etc as per specifications and as per directions of the Engineerin-Charge.(P.No. 48 I.No. 8.41,Volume 2 2023-24)

165.88

71

11890.2784

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10.1.7 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latestamendments and conveying to worksite, rolling and lowering intotrenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinationsand cuts of pipes wherever necessary including jointing of PVC pipesand specials (excluding cost of specials) with jointing of approvedtype, with all labour with all lead & lift including encasing the pipealround to a depth of not less than 15 cms. with soft gravel or selectedearth available from the excavation etc. complete and giving necessaryhydraulic test to the required pressure as per ISS (Contractor will makehis own arrangements for procuring water for testing)PVC pipes 110mm dia., 6 kg/sqm.(P.No.113, I.No 10.1.7.,v-5 2023-24)

353.72

460

162824.3904

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10.10.8 - Supply and delivery at site special moulded variety PVC tee as per IS7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with itslatest amendments 10.10.1 25 mm dia PVC Tee.(P.No.117, I.No 10.10.8.,v-5 2023-24)

14

281

3935.68

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10.11.8 - Supply and delivery at site special moulded variety PVC bend as per IS7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with itslatest amendments.(P.No.118, I.No 10.11.8.,v-5 2023-

56

551

30858.24

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5.4 - Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(P.No. 9, I.No. 5.4 ,Volume 2 2023-24)

9.62

7155

68837.6416

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5.5 - Providing and constructing laterite size stone masonry including costand conveyance of all materials curing etc complete as per specificationI.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 forsaturated dry samples - For Basement in CM 1:6.(PWD SR2023-24,VOLUME-2 PAGE NO-9,I-5.5)

21.41

7138

152843.4208

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8.1.1 - Providing 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) tobrick/stone masonry including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding, including cost ofmaterials, labour, curing complete as per specifications and as per directions of Engineer-in(PWD SR2023-24,VOLUME-2 PAGE NO-41,I-8.1.1)

23.15

285

6611.64

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9.33 - Providing and laying linoleum plain flooring or coloured 3.2mm thick sheet / tiles laid with an approved adhesive on sub floor stretching, cutting and fixing complete , including cost of materials, labour, complete as per specifications. .(PWD SR2023-24,VOLUME-2 PAGE NO-64,I-9.33)

28

1012

28349.44

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9.39 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.(P.No. 65 I.No. 9.39,Volume 2 2023-24)

14.3

1622

23207.184

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11.5.2 - providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(P.No. 77 I.No.11.5.2,Volume 2 2023-24)

5.67

4751

26938.3968

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12.84 - PProviding & fixing of 2 track x 2 panel sliding windows made out of multi chambered UPVC(Matching to RAL 9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPV.honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(P.No.108I.No.12.84,Volume 2 2023-24)

2.41

5625

13558.0816

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11.3 - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (P.No. 85, I.No11.34B.,Volume 2 2023-24)

50.5

204

10350.48

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8.32 - 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 foreignmatter 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.(P.No46, I.No 8.32.,v-2 2023-24)

152.93

174

26719.9296

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8.25 - Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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.(PWD SR,VOLUME-2 PAGE NO-45,I-8.25)

23.15

153

3552.136

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14.4.1 - providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :14.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern(P.No 131, I.No 14.4.1.,v-2 2023-24)

1

4988

4988.48

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14.1.1 - Providing and fixing water closet squatting pan (Indian type W.C. pan )with 100 mm sand cast Iron P or S trap, 10 litre low level whiteP.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests(P.No.123, I.No.14.1.1,volume-2 2023-24)

2

5470

10940.16

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14.7.1 - Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps(P.No.132 I.No.14.7.1,volume-2 2023-24).(P.No.132, I.No 14.7.1.,v-2 2023-24)

2

3451

6903.68

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14.7.1 - Providing and fixing 100MM sand cast iron grating for gully trap (P.No.136 I.No.14.29,volume-2 2023-24).(P.No.132, I.No 14.7.1.,v-2 2023-24)

4

52

210.56

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13.2.2 - Providing and fixing brass bib cock of approved quantity (P.No.117 I.No.13.2.2,volume-2 2023-

4

341

1366.4

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13.31.2. - providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall(P.No.122, I.No 13 31.2.,v-2 2023-24)

60

271

16262.4

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13.34 - providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank(P.No.123, I.No 13 34.,v-2 2023-24)

1000

10

10080

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10.2.2 - 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 jointingof 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 forP.No.114, I.No 10.2.2.,v-2 2023-24)

14

322

4515.84

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8.55.2 - Applying priming coats with primer of approved brand andmanufacture, having low VOC (Volatile Organic Compound) content.With water thinnable cement primer on wall surface having VOC contentless than 50 g/L as per specifications and as per directions of Engineer .(PWD SR2023-24,VOLUME-2 PAGE NO-51,I-8.55.2)

556.38

59

33026.7168

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8.41 - Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade :Two coats on newwork over an under coat of suitable shade with ordinary paint of approvedbrand and manufacture after thoroughly brooming the surface to removeall dirt, dust, mortar drops and foreign matter including preparing thesurface even and sand paper smooth, cost of materials, labour completeas per specifications and as per directions of Engineer-in-charge.(P.No. 48 I.No. 8.41,Volume 2 2023-24)

187.04

556

104065.3152

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11.57.2 - Supplying at site Angle iron post & strut of required size including bottomto be split and bent at right angle in opposite direction for 10 cm lengthand drilling holes upto 10 mm dia. etc. complete.(P.No.95 , I.No. 11.57.2 Volume 2 SR 2023-24)

2384

126

301719.04

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11.58 - Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineerin-charge. (Made of G.I. wire of dia 4 mm)(P.No. 95, I.No. 11.58,Volume 2 2023-24)

360

899

323769.6

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11.16.2 - Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(P.No. 81, I.No. 11.16.2 ,Volume 2 2023-24)

4198.44

164

691231.1616

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7.38 - Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(500-600)(.(P.No. 26, I.No. 7.38 ,Volume 2 2023-24)

317.4

636

201917.184

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2.1.3 - providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete utter (600 mm over all girth)(P.No.15 , I.No. 2.1.3, Volume 1 SR 2023-24)

46

1202

55332.48

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1.8 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work.)(.(P.No. 7, I.No.1.8 ,Volume 1 2023-24)

157.5

530

83613.6

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4.13 - Providing, laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling withvibratory roller in stages to proper grade and camber, applyingand brooming requisite type of screening/ binding Materials to fillup the interstices of coarse aggregate, watering and compactingto the required density. Grading-II (53 mm to 22.4 mm)(P.No.25 , I.No. 4.13, Volume 3 SR 2023-24)

36

2747

98904.96

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16.28 - Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over a preparedsub base, with 43 grade cement or any other type as perClause 1501.2.2 M30 (Grade), coarse and fine aggregatesconforming to IS:383:2016:,maximum size of coarseaggregate not exceeding 25 mm, mixed in a concrete mixerof not less than 0.2 cum capacity and appropriate weighbatcher using approved mixdesign, laid in approved fixedside formwork (steel channel, laying and fixing of 125 micronthick polythene film, wedges, steel plates including levellingthe formwork as per drawing), spreading the concrete withshovels, rakes, compacted using needle, screed and platevibrators and finished in continuous operation includingconstruction joints, primer, sealant, curing of concrete slabsfor 14-days, and water finishing to lines and grade as perdrawing and technical specification clause 1501 with alllead, lifts, loading & unloading charges, cost and conveyanceof all materials, labour, equipments etc., complete. as per thedirections of the Engineer-in-charge of the work.(P.No.149, I.No 16.28.,v-5 2023-24)

36

7564

272321.28

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12.56 - Supplying, fixing, wiring, earth electrode for grounding conduits, I.C.cutouts and other equipment's on the meter board using 40 mm dia2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should befilled with equal proportion of salt and charcoal 150 mm all-round thepipe to complete depth. The connection from the pipe to the conduitetc., is to be established through GI wire of size as per lSI specification7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nutsetc., the pipe shall have 16 through holes of 12 mm dia(P.No.54 , I.No. 12.56, Volume6 SR 2023-24)

1

3931

3931.2

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12.58.2 - GI/Copper strips for grounding connections, using necessary fixingmaterials as required 25 x 3 mm GI strip.(P.No.54 , I.No. 12.58.2 Volume 6SR 2023-24)

5

91

459.2

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1.2.4 - Supplying heavy gauge PVC conduit pipe . mm dia.mm thickconfirming to IS 2509 with suitable size bends, metal/PVC Junctionboxes, adhesive paste etc., and running before concreting the slab. Theconduit should be tied to the reinforcement rods by using bindingwires and unused ways of junction boxes and pipe ends should becovered using PVC end enclosures, run with 18SWG GI fish wirewherever necessary 40 mm dia 2.5 mm thick(P.No. 2, I.No. 1.2.4,Volume 6 2023-24)

50

164

8232

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2.3.7 - Wiring for lighting/power circuit using one of FRLS PVC insulated1100V grade, multistrand copper wire with low conductor resistancesingle core in open or concealed system of wiring with specified IS694:2010(P.No.6 , I.No. 2.3.7 Volume 6SR 2023-24)

50

356

17808

... More
5.17.1 - Supplying and fixing regular MCCB distribution Panel confirming toIS/IEC 61439 - 3 and IK09 tested as per IS/IEC 62262 with minimumIP43 protection provided with Polyurethane (PUR) gasket, withsuitable earthing system, on wall/wood board/flush mounting usingrequired cl A , bolts, nuts, etc., with provision for fixing of suitabletype capacity MCCB's as an incomer for 3 phase Double door withnecessary bus bar completely wired to use on 440V 3phase 4 wirepowder coated painting etc., complete with a provision for fixing ofsingle/three phase suitable capacity MCB's as outgoings confirming toIS/IEC 60898 - 2(P.No. 17, I.No. 5.17.1,Volume 6 2023-24)

1

11568

11568.48

... More
3.5.3 - Supplying and fixing superior quality modular switch mountingpolycarbonate plate with necessary supporting back plate with requirednos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 4 Module (P.No.8 , I.No. 3.5.3 Volume 6SR 2023-24)

1

196

196

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5.18.1 - Supplying & fixing miniature circuit breakers on existing MCBdistribution boards using necessary fixing materials and 'C' Typecurve, indicator ON/OFF, energy cross-3 with Short circuit breakingcapacity of 10K and complete wiring as required confirming to IEC(P.No. 17, I.No. 5.18.1,Volume 6 2023-24)

2

464

929.6

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2.2.1 - Point wiring using Copper wire with switch.2.1 Supplying and wiring adopting loop system in existing PVCConduit /casing capping using 2x1.5Sqmm (Phase & Neutral) &1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulatedcopper wire (confirming to IS-694: and latest amendments) witha 6Amps flush type SP control switch shall be fixed on the existingplastic sheet/ gang box, the other end of the wires shall be terminatedwith sufficient loose length in a wood/PVC round block. complete foreach outlet.2.1.1 Short point upto 3Mtr from tapping point to out let via switch .(P.No.5 , I.No. 2.2.1 Volume 6SR 2023-24)

1

319

319.2

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2.3.3 - Wiring for lighting/power circuit using one of FRLS PVC insulated1100V grade, multistrand copper wire with low conductor resistancesingle core in open or concealed system of wiring with specified IS694:2010(P.No. 5, I.No. 2.3.3,Volume 6 2023-24)

50

47

2352

... More
11.3.2 - Supplying of .feet PVC Batten with integrated LED tube . Wwith high quality diffuser with Life of 25000 burning hours & 70%lumen maintenance with CRI 80. Power Input: 220-240V@50/60Hz & Power factor 0.9 along with CE approved. 2 yearsWarranty against any manufacturing defect working under standardelectrical condition.(P.No.43 , I.No. 11.3.2 Volume 6SR 2023-24)

2

772

1545.6

... More
4.3.3 - Fabricating, supplying and erection of . ms long hot dip GalvanizedOctagonal hot dip Pole with BSEN 10025 grade S 355 JO steel platefor shaft, IS 2062 for base plate with door opening arrangements,including suitable boards, Bakelite sheet and MCBs as per ISspecifications suitable to withstand the wind speed of 47 m/s for .mPole in single section and single joint welded as per IS9595/IS10178AWS having dimensions bottom . mm , top. mmwith 3 mm thick, suitable base plate and 4Nos of . long J bolts alongwith template and the Pole shall be hot dip galvanized in singledipping with not less than 65micron as per ASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended.5 m - Top 70 mm and Bottom 130 mm dia(P.No. 11, I.No. 4.3.3,Volume 6 2023-24)

2

11088

22176

... More
11.9.1 - Supply of LED floodlight luminaire with pressure die cast aluminium housingbody for optimal thermal dissipation. Lamp compartment comprising of antiglare clear diffuser with Injection moulded polycarbonate/clear glass material,delivering superior light output Rated life Burning Hrs 50000 hr @ LumenMaintenance of 70%, CCT 5500K, IP 66 optical and electrical compartment& impact resistance of complete luminaire IK08. Power Factor 0.9 withmains, Surge Protection- Min 5KV along with Over voltage/ Overload,short circuit/ miss-wiring protection. Compatible for pole mauling with outerdia of 40mm to 50mm. Universal Voltage driver to operate wide voltage rangefrom 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598,LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top accessstreet light with single screw to ensure ease of maintenance at the sight sitelocation with minimized minimal tools. LED Light fixture with . W SystemPower consumption. LED Efficiency 1301m/w, nominal CRI 75. Luminairemanufacturer should have in- house facility accredited by NABL / CPRI & anyGovernment certified agency & Design & Development facility certified byISO 9001:2008. Housing with supplier word mark / name shall be Engraved Embossing on the die cast housing / Body part Warranty of 2 Years against anymanufacturing defect working under standard electrical conditions as mentionedabove should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osrammake LED Source.11.9.1 LED Floodlight 70W.(P.No.46 , I.No. 11.9.1 Volume 6SR 2023-24)

2

7580

15160.32

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2.2.1 - Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticizers laid in finishedlayers, well compacted using needle vibrators, including all lead & lifts, costof all materials, quality confirming to the requirements of relevant IS codes,labour, Usage charges of machinery, curing and all the other appurtenancesrequired to complete the work as per technical specifications.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(P.No.15 , I.No. 2.2.1 Volume 1 SR 2023-24)

135.53

7041

954326.3632



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