Urban Improvement Trust-UIT has published Development Of Various Roads In Abd Area Of Kota Smart City 1.Nehru Park To Gobariya Bawari 2. Kotri To Gumanpura 3. Chawani To Gumanpura 4. Aerodrum To Cad Circle 5. Cad Circle To Ghatotkach Circle.....10. Naval Circle To Antaghar. Civil Works. Submission Date for this Tender is 18-10-2021. Road Work Tenders in Kota Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 01-Oct-2021 | Corrigendum | Other | 18-10-2021 |
| Sl. No. | Item Description |
| 1 | Road Work |
| 2 | Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202) BY MECHANICAL MEANS Bituminous Courses |
| 3 | Transportation of excavatedearth from site including loading – unloading etc. complete with all lead and lift.(For 5 Km lead) |
| 4 | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specifiedrates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 |
| 5 | Providing and applying tack coat on the prepared surface, with bitumen VG10 as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112. |
| 6 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates (as per table 500-9, 500-10 and design mix) for base/binder course including loading of Material with F.E. loader, heating of binder (including cost of anti stripping compound, wherever required) aggregates and filler in hot mix plant (40-60 TPH), transporting the mixed Material by tippers and laying with sensor paver finisher as per clause 504.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller, 150-250 KN. TP=0.7 Mpa, to achieve the desired density (approved by the department) but excluding primer/tack coat. (MoRTH specification : clause 505, 112). with all lead & lift (a) 50-75mm compacted thickness with 4.5% bitumen content VG30 grade |
| 7 | Providing and laying Bituminous Concrete as per Design Mix on prepared surface with specified graded stone aggregates as per Table 500-17, for wearing course including loading of aggregates with F.E. loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in Hot Mix Plant 40-60 TPH, transporting the mixed Material with tipper to paver and laying with sensor paver finisher (as per clause 504-3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 kN, TP = 0.7 Mpa, to achieve the desired density (approved by the department as per job mix) excluding cost of primer/tack coat. (MoRTH specification : clause 507). with all lead & lift 30-45mm compacted with 6% binder(a) With straight run bitumen grade VG30 |
| 8 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 9 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). |
| 10 | Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work (including cost of bitumen) |
| 11 | Supply & Fixing of PVC Spreed Breaker of Size 350 x 250 x 50mm in Black/Yello colour with corrugated design on it, make Road Star GP 1005/Dark Eye DA1005 or equivalent, including fixing base on road with cement, grit, sand, epoxy and with four nails at corners complete in all respect. |
| 12 | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. |
| 13 | Raised Pavment Marker ( Cats Eyes): Supplyingand Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission |
| 14 | Supply of ‘L’ type bollard made out of 1.25mm thick MS sheet height 134cm welded in circular type ring section having upper dia 15cm and lower dia 21 cm with another attachment of 15×15 cm circular section with 15cm face plate and hold fast at bottom whole body is processed in white stoving enamel and red reflective 3 hands, each of 7.5cm end one reflective sheet of 15cm dia provided to it complete in all respect. |
| 15 | Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 16 | Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift |
| 17 | Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade |
| 18 | Provinding and laying of paver block as per IS 15658 : 2006 (Indian standerd for Precast concrete block for Paving -specification) and IRC :SP:63-2004(guidelines for the use of interlocking concrete blockPavement) (from BIS approved manufactrersM-40,80mm thick to be used in medium-traffic (Medium trafficis defind as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight , or an equivalent of 0.5 to 2.0 MSA for a design life of 20years) like city streets, small and medium market roads, low volume roads ,ytility cuts on arterial roads, etc. Categary A Denated units to key into each other on four faces zigag shapeas per IRC SP 63:2004 |
| 19 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:4 ( 1-Cement : 4-Sand). |
| 20 | Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). |
| 21 | 300 mm dia |
| 22 | 500 mm dia |
| 23 | 600 mm dia |
| 24 | 750 mm dia |
| 25 | 1000 mm dia |
| 26 | Add Extra Over rate of Concrete for making colour Pigment for complete colour cement concrete solid block as per Engineer-in-Charge. |
| 27 | Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202) BY MANUAL MEANS Bituminous courses |
| 28 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at designated locations and disposal of dismantled Materials upto a lead of 1000 mtrs. stacking serviceable and unserviceable Materials separately.(MoRTH specification : Clause 202) |
| 29 | Demolishing brick work manually/ by mechanical means including stacking of serviceable MATERIAL and disposal of unserviceable MATERIAL within 50 metres lead as per direction of Engineer-in-charge.In cement mortar. |
| 30 | Dismantling kerb stone by manual means and disposal of dismantled Material with all lifts and upto a lead of 1000 mtrs. (MoRTH specification : Clause 202) |
| 31 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). |
| 32 | Providing, Hoisting & Fixing upto Floor three level precast reinforced concrete work in Nonimal M20 grade mix including cost of required centering, Shuttering (for molding and conices), finishing, smothing with 6 mm thick cement plaster 1:3 (1Cement : 3 fine sand) on exposed surface complete including cost of reinforcement & as per the design approved by Engineer-in-Charge. |
| 33 | Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :Two or more coats on new work |
| 34 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. |
| 35 | Stone work (machine cut edges) for Wall cladding/ Veneering work up to 10m heightwith 20 to 30 mm thick Red Sand Stone (Karauli ) and backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :(To be secured to the backing by means of cramps which shall be paid separately)Exposed face machine cut |
| 36 | Supplying and fixing machine cut fine dressedRed/Pink sand stone dasa orcoping,with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade.Red Karauli 40 mm |
| 37 | Providing and fixing 1st quality standardfume red brown, light blue and other shades glazed/matt/any other finish tiles confirming to IS : 13753 & IS :15622 of size as per drawing in walls, floors, steps, pillars etc.cut with diamond cutter & laid on a bed of neat cement slurry either with spacer bar, grout fill or making hair line joint finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillars) as per direction of Engineer-in-Charge. |
| 38 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 100 mm dia |
| 39 | Flyash Brick work with flyash Flyash Bricks of class designation 75 in superstructure above plinth level upto floor Three Level in all shapes and sizes in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 40 | Centering & shuttering with plywood or steel Plate including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor Three level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 41 | Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.M20 grade Nominal Mix |
| 42 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Three level.Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 43 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: All kinds of soil |
| 44 | Demolishing cement concrete manually/ by mechanical means including disposal of MATERIAL within 50 metres lead as per direction of Engineer-in-charge.1: 3: 6 or richer mix. |
| 45 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). |
| 46 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 47 | Providing and Fixing Brown Kota/Mandana /Dholpur/Slate Stone/Jodhpur Beige or any Other stone in combination in cladding/flooring structural base with white cement and tinex chemical and SS Clamp and fasteners (of Approved Brand) laid and jointed with white cement slurry mixed with pigment to match the shade of the slab as per drawing attached complete in all respect as per direction of Engineer-in-Chage and Architect with all lead and lift. The Stone measurement and will be done of outer most dimension. Thickness of stone 25-30mm. |
| 48 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 160 mm dia |
| 49 | Providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with :Stone slab 40 to 50 mm thick average. |
| 50 | Electric Work |
| 51 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1KV grade and approved makein existing surface or recessed conduit/casing capping including making connections etc. as required. |
| 52 | 1x1.5sq.mm. Group 1 |
| 53 | 1x2.5sq.mm. Group 1 |
| 54 | 1 x 10.0 sq.mm |
| 55 | 1 x 16.0 sq.mm |
| 56 | P&F 240/415V AC MCB withpositive isolation of breaking capacity not less than 10KA (B/C/D tripping characteristic) ISI marked IS 8828(1996)1/ conforming to IEC 60898 in existing board/sheets including making connections with lugs, testing etc. as reqd. |
| 57 | Single pole MCB 6A to 32A rating Group1 |
| 58 | Four pole MCB63A rating. Group 1 |
| 59 | P&F 240/115 V isolator conforming to IS: 13947-111/ IEC 60947-3 on existing board/ sheet including making connections, testing etc. As required Four pole isolator 63 A rating Group1 |
| 60 | 100 AMP. Rating |
| 61 | S&F following sizes (dia) of ISI marked medium duty PVC conduit along with accessories in surface/ recessed using saddles, clamps, fastener as required including cutting the wall covering conduit and making good the same as required |
| 62 | 25mm |
| 63 | P&FService connector for one to one wire connectionin place of tape |
| 64 | P & F Recessed / Surface Mounting heavy duty horizontal type sheet steel Distribution board Phophatised/powder painted complete with suitable rating insulated copper bus bar, shorting link, neutral link, earth link, and din bar, masking sheet, conforming to IS13032 & IS8623 including making internal DB terminations with copper lugs testing etc. as required. Double door Three phase 12 way |
| 65 | P&F of IP 65 Protected high power LED flood light system with pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LEDto achieve various beam angles, 240V, 50Hz- High power LED fixturesupplied with pre-wired cable of 1 mtr integrated driver shall be high effciency having effciency 85% and in compliance to IEC standards/ BIS certified. The system level Luminaire efficacy >=100 withhigh power LEDs of CREE/NICHIA/OSRA/PHILIPS make to be used. LEDdriver input voltage AC 110 to 270 AC with auto resetting safety cut off Input frequency 50HZ+- 3%Power factor >0.95 Driver efficiency >85% THD(i)<10%Humidity 10% to 90%RH working temp. -20C to 50C . .LED luminaire specifications :Life expectancy equal or more than 50000 burning hours with minimum 70%Lumen maintenance . Manufactures word Mark/Name Engra ved/Embossed on die cast housing to allow tracebility/authenticity till life of fixture. fixtures shall be CE complianed.Group I |
| 66 | High power LED Flood light 160 watt |
| 67 | P/laying P.V.C /XLPE insulated & P.V.C. sheathed cable of 1.1 k.v. grade with aluminum conductor of IS 1554 P-1/7098 P-I of Group I of approved make in ground as per IS : 1255 including excavation of 30 cm x 75 cm size trench, 25 Cm thick under layer of sand, 11nd class bricks covering, refilling earth compaction of earth making necessary connection testing etc. as required of size |
| 68 | 4corex10.0sqmm. |
| 69 | 4corex25.0sqmm. |
| 70 | 3.5corex50.0sqmm. |
| 71 | Supplying and making one end termination with heavy duty single compression brass gland SIBG type, aluminium lugs duty crimped with crimping tool, PVC tape etc for following size of armoured PVC insulated & PVC sheathed XLPE aluminium conductor cable of 1100Volt grade as required of size. |
| 72 | 4corex25.0sqmm. |
| 73 | 3.5corex50.0sqmm. |
| 74 | Supplying and makingend termination with heavy Copper / Bimetalliclugs ( Pin / ring type ) duly crimped with crimping tool, PVC tape etc of following size. |
| 75 | 10.0 Sq.mm |
| 76 | 16.0 Sq.mm |
| 77 | Supply & fabrication steel structure with ms channel/angle/joist/ISMB/sheet etc. including welding rivetting cutting nut & bolt painting etc as required. |
| 78 | SITE of Wall/free standing floor mounted dust and vermin proof compartmentalized cubical panel made out of CRCA sheet, required hardware, duly treatd for derusting in 7 tank process with dephosphating and with power coating on both side of panel in desired shade. The panel having PU/neoprene rubber gasket of not less than 3mm thickness, separate detachable gland plate M.S. base channel hinged door with locking arrangement for equipment/switchgear thickness of sheet shall not be less than 1.6mm upto 600mm length/width of any compartment and be of 2.0mm above 600mm. Load bearing structure shall be of 2.0mm thick sheet supported by base M.S. Channel if required. Side walls and cable alley compartment having bolted type doors with detachable extension type structure.(Only outer area on all sides shall be measured & panel to be fabricated from CPRI approved fabricator) |
| 79 | SITC of quick make and quick break 4 pole current limiting MCCB having following current rating short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C setting and conforming to IS 60947-2/IEC 60947-2 with front face and centralize adjustable, line load interchangeability having positive isolation capability provisions for UVR shunt trip, earth fault trip ,push test to trip including making connection with lugs/ spreaders etc. required. 100 Amp, 25 KA, adjustable O/L & fixed S/C setting. lcs=100% lcu.group1 |
| 80 | 160 Amp, 25 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu |
| 81 | Supply and fixing of aluminium/copper bus bar by means of SMC/DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. Electrolytic grade aluminium bus bar. |
| 82 | Electrolytic grade copper bus bar. |
| 83 | P&F paper phenolic resin bonded laminates comfirmingto IS :2036-1995 for boxes/frames including making holes for switches fet, with brass screws, washers/zinc plated nut and bolts as required. 9.0mm thick. |
| 84 | Plate Earthling as per IS: 3043 with G.I Earth plate of size 600 mm x 600 mm x 6.0 mm by embodying 3 to 4 mtr. below the ground level with 25 mm dia G.I. “B” Class watering Pipe including all accessories like nut bolt reducer nipple wire meshed funnel and C.C. finished chamber covered with hinged type with locking arrangement C.I Cover C.I Frame of size 300 mm x 300 mm complete with alternate layers of salt and coke/ charcoal testing of earth resistance as required. |
| 85 | Supply and installation of spike of M.S. rod 20mm dia 3.0mtr long for earthing of (tower/pole) drive into earth by mechnical means sturture connection the spike with cross arm top hamper PCC Pole, lattice tower to earth etc, complete technical specification of discom. |
| 86 | S&F laying following size earth wire/ in horizontal or Vertical run in ground/ surface/ recess including riveting, soldering, saddles, making connection etc. as required. 10 SWG G.I.( Hot Dippped)Wire. |
| 87 | GI strip 25mmx3mm( Hot Dipped)size. |
| 88 | S & Laying following size B Class GI pipe confirming to IS:1239 P-1 (1990) with accessories for laying earth conductror/strip/cable in ground/surface/recess as required 100 mm dia. |
| 89 | 80 mm dia. |
| 90 | 32mm dia |
| 91 | P/L of Double wall corrugated HDPE pipe confirming to IS:14930 P-I&2 with HDPE coupler at 1mtr Depth below the ground for laying cable and back filling the trench, conpaction of earth as required of Gemini or IS:14930 marked make outerDia/Inner dia.95/ 110mm |
| 92 | 50/55 mm |
| 93 | Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size). |
| 94 | Earth work in excavation /bymechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth , 1.5 mtr in width as well as 10 sum on plan ) including disposal of excavated earth , lead up to 50 m and lift up to 1.5 m, disposed earth to be levelledand neatly dressed |
| 95 | P&F of mechanical/ digital time switch having following day/ week programme and min. 100 hous reverse and AC1 rating of 16 to 20 amp including making connections, programming rtc. As reqd . 1 day reverse (mech. Type)Group1 |
| 96 | P&F of ac operated heavy duty 230/440 Volt power contactor conforming to IS:13947-4-1/EC;947-4-1having provision of mechanical interlocking Din rail mounting type including making connections testing etc. as required. 3 pole power contractor with following AC3 Rating |
| 97 | 95 Amp |
| 98 | P&F metal clad industrial plug top & socket unit with pin and sleeve type contact on porcelain/ bakelite base in sheet steel enclosure (without MCB) including making connections, testing etc.as required Single / Double Pole(Three pin) |
| 99 | 20 A |
| 100 | Providing and fixing of IP 65 protectd Polycarbonate / Polysterene fuse box moulded with inside knock outs of following size with hinged cover, transparent window,PU gasket, locking arrangement, duly holded with 2 nos. pole clamps of 20 mm x 3 mm flat with nut and bolts, complete with The box shall be provided with Din rail, 4 / 8 way 10.0 / 16.0sq.mm heavy duty connector, earth terminal,complete in all respect. |
| 101 | 200 mm X 200 mm X 122 mm |
| 102 | S & F of IP - 65 protectedimpact resistant polycarbonate / Polysterene enclosures of following sizes. |
| 103 | 320 x 640 x 179 mm |
| 104 | Maintenance free Gel EarthingwithPipe in pipe / Pipein striptechnologyfilled with anti corrosive conductive compound ( CPRI Tested )below the ground in 150 - 200 mm dia. earth pit & surrounding filled with required mineralfillingcompound ( MFC should have hygroscopic property to retain the moisture for long time to create low resistance zone) and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete testing of earth resistance as required. of following sizes.With Strip in PipeTechnology with 80 - 100 micron GI Coating GI pipe 3000 mm long ,63 / 80mm, Inner strip50 mm x 3 mm copper |
| 105 | Painting of existing tubular pole of road light including removing of old rusted surface & existing kiosk/Hoardings/posters etc. with two coat of enamel aluminium paint of approved quality (Asian, Neolac, Burger) from ground level to pole over hang arm up to the luminair, for painting of pole required T & P will be arranged by contractor. |
| 106 | Supply , installation testing and commissioning ofArchitecturally designeddecorative Lighting Pole of 8Mtr Mounting Height with artistically curvedbracket suitable for mounting 1 no. of architectural luminaires.The Square base plate shall be of MS (grade E250) of size 300 mm x 300mm, 16mm thick with MS Pipe welded to it and facilitated with 4 elongated slots ) that shall be provided with suitable nuts and plain washers.The cable entry holeØ70mm is provided at the centre of the baseplate The gravity die casted Aluminium bottom decorative base cover Ø 504 mm x 1295mm H, conforming to LM6 is precision fitted at the base.The Pole shall comprise of 3 Pipe sections made up of MS pipe Ø 139.7mm x 3.6mm thk, Middle section of MS pipe Ø 114.3mm x 3.2mm thk and provided with a Die cast aluminium embelishment of size Ø 169mm x 90mm at the coupled point.The Top section (MS Pipe Ø 88.9mm x 2.9mm thk) of Height 1520mm welded on top, covered with die cast aluminium embelishment, holds the Congo Bracket made out of MS Pipe Ø 60.3mm x 2.6mm thk.The bracket structure shall be designed at 10 degree boom angle to mount the architectural street light luminaires at 1200mm Length from the centre. The complete 3 sections that are V-groove MIG welded and aesthetically tapered with Cast Aluminium Embelishments shall constitute the Pole Height of 8M from the base upto the Mounting of Luminiare. The Bottom pipe section above the die cast aluminium embelishment shall bear the laser engraved LOGO (as prescribed) on a suitably shaped Aluminium sheet.A base compartment with a die cast door contoured to the poles"s shape housing the gear tray, prewired with MCB, terminal connectors for LILO arrangement and equipped with safety rope.t.Height : 8000mm as per architectural design requirement .Manufacturing of the pole should be customized forUIT kota by manufacturer (Make :K-lite/ Osram/Philips/ Bajaj/Lustre/HomeDeckor anyother make maching above specification and test report ofmanufacturer is to be submitted by contractor)8 Mtr.Single arm decorative Pole |
| 107 | P&F of IP65 protected LEDStreet Light Luminaire on existing bracket. Fixture made of powder coated single piece pressure die cast aluminum with heat dissipation fins on housing with UV stabilized PC/Toughened Glass cover (from 45W onwards) and should be secondary lens on each LED. The System level Luminaire efficacy >=100 with High Power LEDs of CREE/NICHIA/OSRAM/PHILIPS/SEOUL make is to be used .The LED Driver shall be BIS certified and Input Voltage AC 110 to 270 V AC with Input Frequency 50Hz±3% Power Factor >0.95 Driver Efficiency >85% , THD(I) <10% Humidity 10% to 90% RH Working Temp -20C to SOC . Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% initial lumens maintained, Rendering Index> 75% .Surge protection shall be min ~ 5 KV internal and min 10 KV external. Manufactures Word Mark/Name Engraved/Embossed on die cast housing to allow traceability/authenticity till life of fixture. Fixtures shall be CEcomplianced. LED Street Light fixture 120 Watt GROUP A1 |
| 108 | Supply , installation testing and commissioning of architecturally designed fourarm pole with flower basketsurface mounted with base plate and fitted on a pre formed foundation .Coated with epoxy zinc phosphate primer andfinished using environmentally stable polyurethane based paint ,pole is structurally sound, engineered to withstand adverse conditions.Pole section welded to base plate by certified welders using high end MIG welding processes die-cast .Built-in control box with cast aluminium service door and safety rope. The IP65rated control gear tray is prewired with MCB, terminal connectors for loop-in loop-out arrangement as per architectural design requirement complete in all respect. The bottom pipe section above the die cast aluminium embelishment shall bear the laser engraved OGO (as prescribed ) on a suitably shaped aluminium sheet .Pole Height -9000mm .Manufacturing of the pole should be customized for UIT kota by manufacturer. Test report/ certificate of manufacturer which are to be needed is to be submitted by contractor.(Make : K-lite /Bajaj /Phillips/Osram & Other make maching with above specification.) |
| 109 | SITCof modern heritage post top luminaire(all designs to be approved by department) with 2 modules of 50W LED each, polycarbonate diffuser clear, Dimension A9 : Ø634 x 618 mm, A11 : Ø634 x 412 mm, A12 : Ø634 x 610 mmupgraded with high performance light engines. Aesthetically designed sturdy construction ensures a long life against all weather conditions,maintaining initial performances through the lifetime of the installation. IK Rating – IK07 CRI rating - >70, Safety class I, in built surge protection of 6KVA, Protection class : IP65. Designed for highest efficiency in terms of more lumens at reduced wattages WW (2x6127lm), CW ( 2x6223lm), NW(2x5899lm) type II LED lens. Product offered asymmetrical light distribution. The luminaire comprises of die cast aluminium top cover with Non yellowing, UV stabilised clear polycarbonate V diffuser and decorative supporting arms as per architectural design requirement Finished with pure polyester powder coated black finish complete in all respect .Test report / certificates ofmanufacturer which are to be needed is to be submitted by contractor.(Make : K-lite/ Osram/Philips/Bajaj/Lustre/HomeDeckor anyother make maching above specification) modern heritage post top luminaire2X50W LED |
| 110 | Supply, Installation, testing & Commissioningofarchitecturally designed pole(all designs to be approved by department) 6 mtr Height single arm Pole Made in combination of Conical section (4270 mm length minimum) which is fabricated using High tensile MS Sheet (3mm thick) with top dia. 70mm minimum & bottom 135 dia. - Base Pole weight (without any aluminium parts) – 41 kgs. Approx. & 1.76M height single arm stelo orna design bracket (total weight-16.8 kgs. (approx.)) made in combination of mild steel pipe sections 60mm dia. x 1480mm (L) x 2.6mm thick min. (vertical) and 38.1mm dia. x 1630mm (L) x 2mm thick min. , 38.1mm dia x 550mm (L) x 2mm thick, 6mm dia rod of 1530mm (L) (bend/design).Decorative part made of combination of dia cast aluminium and cast iron to get 775mm horizonal arm length as shown in drawing & pleasing aesthetics. Decorative ring between base pole and bracket is made of cast iron (179mm dia. x 138mm(H) – 4 kgs.). Decorative ring in the middle of the base pole is made of cast iron (150mm dia. x 60mm(H) – 1.5 kgs.). The eurotop is made of cast iron in single piece (weight 2kgs.). Decorative die cast aluminium base design with the company / brand logo embossed on the base and on the door, base starting with circular plinth of 504mm dia. for 100mm height, followed by a concave ring and convex ring of 502 dia for 291mm height, which is followed by a portion starts with 340mm(W) & gradually tapering upto 206mm dia, decorative piece of 250mm dia x 181mm height. Total weight of the aluminium base is 24.5 kgs., dia of the base is 504 mm & height of the base is 1292mm. All decorative aluminium weights mentioned are with +/-5% tolerance. Die cast aluminium material is LM6 grade. Cast iron- Material-Grey Iron & Grade-FG 200. The pole should be provided with an inbuilt junction box to fix 32A connectors and 6A MCB, at the bottom- the inbuilt boxshould have a flush door of suitable size. PVC insulated copper flexible cable (3C x 1sq.mm) of suitable length, reputed make shall be provided between junction box and light fixture at the top. The decorative pedestal to be mounted on a suitable size steel plate. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed RCC foundation pole & are zinc rich primer & pure polyester powder coating or epoxy zinc phosphate primer and finished using environmentally stable polyurethane base paint (coating thickness - 80 complete in all respect . Manufacturing of the pole should be customized forUIT kota by manufacturer. Test report / certificates ofmanufacturer which are to be needed is to be submitted by contractor.(Make : K-lite/ Osram/Philips/Lusture/ Bajaj / Home Deckor anyother make maching above specification) . Pole Height 6 mtr with single arm Bracket |
| 111 | SITC ofarchitecturally designed pole(all designs to be approved by department) of Height 6 mtr with flower basket .Bracket with two arm . Pole Thicknessapprox- 3.2 / 2.9 / 2.6/ 2mm thickness, is designed for street lighting, suitable for various pendant type street light luminaires.This architecturally designed pole is structurally sound. Pole design parameters vary depending on the type of bracket and loading factor. Pole sections are swaged and joint together using special v groove technique by certified welders using high end MIG welding processes Coated with epoxy zinc phosphate primer and finished using environmentally stable polyurethane based paint Shot blasting using steel shots ( grade - S280 ) + grid ( grade GP-25) material. Ratio to be used - 2:1 ratio ( for ex: 2 tones of shots we have to add 1 ton grid ) Built-in control box with cast aluminium service door and safety rope. The control gear tray is prewired with MCB, terminal connectors for loop-in loop-out arrangement. CE - Conformity mark. Electrical Junction box 325 x 90 Base plate ?250 x 12thk, J Bolt with 4 nos. of M16 Nut 2 nos of Plain washer with 500mm depth. 4 Elongated holes to suit M16 bolts at CC 180, Cable entry hole Ø70. Wind speed consideration (m/Sec) 50m/sec IS 875 part 3:1987, Material for tubes Steet of Grade Yst 210 to IS 3601, Material for base plate Steet of Grade E250 to IS 2062:2011 complete in all respect . Manufacturing of the pole should be customized forUIT kota by manufacturer. Test report / certificates ofmanufacturer which are to be needed is to be submitted by contractor.(Make : K-lite/ Osram/Philips/Bajaj /Lustre/HomeDeck and other equivalent make matching with above specification & make is to be approved by department as per architectural design.Enclosed drawing of pole only for just reference.) Pole Height 6 mtr with flower basket .Bracket with two arm |
| 112 | SITCof modern heritage post top luminaire 1*50W LED WW,CW,NWupgraded with high performance light engines. Aesthetically designed sturdy construction ensures a long life against all weather conditions,maintaining initial performances through the lifetime of the installation. IK Rating – IK07 CRI rating - >70, Safety class I, in built surge protection of 6KVA, Protection class : IP65. Designed for highest efficiency in terms of more lumens at reduced wattagesWW,CW,NW type II LED lens. Product offered asymmetrical light distribution. The luminaire comprises of die cast aluminium top cover with decorative supporting arms as per architectural design requirement complete in all respect. Test report / certificates ofmanufacturer which are to be needed is to be submitted by contractor.(Make : K-lite/ Osram/Philips/ Bajaj /Lustre/HomeDeckor anyother make maching above specification) modern heritage post top luminaire 1*50W LED |
| 113 | Operation , Maintenance and securityof all street lights system (without light fixtures ) and perform following work1. Maintain the power supply from LT line to meter panel to Auto ON-OFF timer panel to feeder pillar to fuse box/junction box. 2. For overhead lines supply should be maintain from LT line to meter panel to auto on/off panel to street light fixtures.3. Replacement of damage cable of any size. 4. Replacement of damage contactor and auto on/off timer. 5. Replacement of damage MCB, MCCB, HRC fuse of any rating.6. Replacement of damage fuse box/junction box. 7. replacement of damage overhead line road light conductor .(3946ights*60 month) |
| 114 | Dismantling/removal of line and Sub-Station material collecting from site and depositing the same with store of RSEB/UIT in safe conditions and refilling the pit in compaction, leveling etc. The AAC/ACSR/Copper Conductor and GI wire stay wire etc. shall be wound in the shape of coils. (The damaged caused to the material during dismantling/transportation shall be recovered from the Contractor Poles |
| 115 | Centering and Shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 116 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished :20mm thick |
| 117 | Providing and fabricating steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete upto floor three level. Hot rolled deformed bars (IS : 1139). |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
