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| 1 | Bill no. 1:Site clearance & Dismantling: Dismantling guard rails and disposal of dismantled material with all lifts and lead, stacking serviceable materials and unserviceable materials separately including all labour, usage charges of all machinery etc., complete as per the direction of the Engineer-In-Charge for successful completion of work |
| 2 | 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 including all labour, usage charges of all machinery etc., complete. rubble masonry. as per the direction of the Engineer-In-Charge for successful completion of work |
| 3 | Dismantling kerb stone and disposal of dismantled material with all lifts and up to a lead including all labour, usage charges of all machinery etc., complete as per the direction of the Engineer-In-Charge for successful completion of work |
| 4 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a leadincluding removal and disposal of top organicincludingall labour, hire charges of all machineries etc., complete. I.By Manual Means:- A. In area of light jungleas per the direction of the Engineer-In-Charge for successful completion of work |
| 5 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads including all labour, usage charges of all machinery etc., complete.By Mechanical Means using Hydraulic excavator complete as per the direction of the Engineer-In-Charge for successful completion of work |
| 6 | Milling of existing Bituminous surface to a specified depth up to 40mm using Milling machine including disposal of removed material complete, as per the direction of the Engineer-In-Charge for successful completion of work |
| 7 | Bill no. 2: Earth work & SubgradeEarth work excavation for roadway in soil by mechanical means with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading,in tippers and trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embakment location ,unloadingwith all lifts and leadincluding all labour, hire charges of all machineries etc., complete.as per the direction of the Engineer-In-Charge for successful completion of work |
| 8 | Compacting original ground supporting sub grade Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for subgrade construction including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., complete. as per the direction of the Engineer-In-Charge for successful completion of work |
| 9 | Construction of Subgrade and Earthen Shoulders :Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve desired density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador,consolidation by rollerincluding all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) as per the direction of the Engineer-In-Charge for successful completion of work |
| 10 | Construction of Median and Island with Soil Taken from Borrow Areas. Construction of Median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408, includingcost of all materials, labour, usage charges of all machinery, loading & unloading all lead, lifts etc., complete. (Compacted thickness). as per the direction of the Engineer-In-Charge for successful completion of work |
| 11 | Bill no. 3: Granular Sub Base coarse & Sub Base coursesGranular Sub-Base with Coarse Graded Material (Table:- 400- 1) : By Plant mix Method- Construction of Granular sub-base by providing, laying, spreading and compacting of Close graded material,mixing in a wet mix plant of 75 ton capacity at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller 8-10 tonne to achieve the desired densityincluding protection of edges of GSB layer, cost of all materials, labour, hire charges of machinery, lighting, gurading, barricading, maintenance of diversion road, loading & unloading,all lead and lift etc., complete with a lead mixed material upto 1.00Km. to achieve min CBR value of 30% (Compacted Thickness).as per the direction of the Engineer-In-Charge for successful completion of work |
| 12 | Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-11, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a previously prepared surface withMotor grader to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density including protection of edges of WMM layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift etc., complete with lead of mixed material. (Compacted Thickness) By using Motor grader(N.H. SR 2022-23/P.No. 34/I. No. 4.12 (B)) as per the direction of the Engineer-In-Charge for successful completion of work |
| 13 | 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 connforming 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 executionof the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 300 mm dia. as per the direction of the Engineer-In-Charge for successful completion of work |
| 14 | Laying,Lowering and jointing of S&S RCC SPUN / VIBRATED CAST PIPES(REINFORCED) pipes NP-3 Class ,rolling and lowering into trenches, laying true to line and level 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 with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. RCC NP3 Class pipe of 300 mm dia. as per the direction of the Engineer-In-Charge for successful completion of work |
| 15 | Bill no.4: Cement Concrete Pavement works Dry Lean Cement Concrete Sub- base :Construction of Dry lean Cement Concrete Sub- base over a prepared sub-grade with coarse and fine aggregateas per table 600-1 conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curingto the required grade, level and alignment, including cost of all materialsall labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, with a lead of mixed material (Compacted thickness). as per the direction of the Engineer-In-Charge for successful completion of work |
| 16 | Construction of thin white topping with plain Cement Concrete pavement over existing surface with approved grade cement at 400 kg per cum and as per IRC SP 76, coarse and fine aggregate conforming to IS 383, maximum size of fine aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, with electronic sensor,spread, compacted and finished in a continuous operation including provision of contraction joint, joint filler, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades as per drawing including cost of all materialsall labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, with a lead of mixed material (Compacted thickness). as per the direction of the Engineer-In-Charge for successful completion of work |
| 17 | KSRRB M1200-49.1.Cast-in-Situ Cement Concrete M 20 Kerb Providing and Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation using 20mm Granite/Basalt/Trap metal & clean seived approved sand having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 as per drawings, formwork, curing, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead and lift, transporting etc., complete. PCC M15 for Kerb Cast in Situ. as per the direction of the Engineer-In-Charge for successful completion of work |
| 18 | Bill No 5: Road Furniture: Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resings and glass reflcetorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of 5kg/sqmtr of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness of 2.5mm including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site,barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, lead,lift, transporting etc., complete. (N.H. SR2022-23/P.No. 74/I. No. 8.13) as per the direction of the Engineer-In-Charge for successful completion of work |
| 19 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resings and glass reflcetorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of 5kg/sqmtr of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness of 10mm including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site,barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, lead,lift, transporting etc., complete. (N.H. SR2022-23/P.No. 74/I. No. 8.13). as per the direction of the Engineer-In-Charge for successful completion of work . |
| 20 | Painting Two Coats on New Concrete Surfaces :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, includingcost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete. as per the direction of the Engineer-In-Charge for successful completion of work. |
| 21 | 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 to IRC-79 and the drawings,including cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete. as per the direction of the Engineer-In-Charge for successful completion of work |
| 22 | 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 - 2001 made of high intensity grade micro prismatic HIP type IV sheeting, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on Class B GI pipe 3.50m long of 80 mm outer dia, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete.(N.H. SR2015-16/P.No. 72/I. No. 8.06 B) as per the direction of the Engineer-In-Charge for successful completion of work |
| 23 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - 2001 made ofhigh intensity grade micro prismatic HIP type IV sheeting,fixed over aluminium sheeting, 2 mm thick supported on Class B GI pipe 3.50m long of 80 mm outer dia, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. (i) 90 cm equilateral triangle (N.H. SR2015-16/P.No. 70/I. No. 8.04 B(i)) as per the direction of the Engineer-In-Charge for successful completion of work |
| 24 | (i) 90 cm equilateral triangle |
| 25 | (ii) 60 cm Circular |
| 26 | (iii) 60 cm x 45 cm rectangular |
| 27 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811, including cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete. Type - A, \"W\" : Metal Beam Crash Barrieras per the direction of the Engineer-In-Charge for successful completion of work |
| 28 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye 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 102 +/- 2 mm and with minimum reflective area of 13 cm2 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 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as permanufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulatedretro-reflectance of the reflecting panel, to the Engineer. PWD SR 2023-24 vol III/P. No. 74/I. No. 8.43) as per the direction of the Engineer-In-Charge for successful completion of work |
| 29 | Part C: CC Drain, Deck Slab & Cross Drainage Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated 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 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work(Common NH SR P:19, 3.13) as per the direction of the Engineer-In-Charge for successful completion of work |
| 30 | Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & tecnical pecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc., complete. (excluding cost of steel and fabrication charges) A - Case I PCC Grade M15 using batching plant transit mixer & Concrete pump. as per the direction of the Engineer-In-Charge for successful completion of work |
| 31 | Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & tecnical pecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc., complete. (excluding cost of steel and fabrication charges) C - Case I RCC Grade M20 using batching plant transit mixer & Concrete pump. as per the direction of the Engineer-In-Charge for successful completion of work. |
| 32 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.includingformwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportationstacking finishing the exposed faces neatly,etc., complete. with a lead of concrete mix.(excluding cost steel & fabrication charges) H - Case I RCC Grade M35 using batching plant transit mixer & Concrete pump. as per the direction of the Engineer-In-Charge for successful completion of work |
| 33 | Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.(NHSR P 132 SL NO 9.05). as per the direction of the Engineer-In-Charge for successful completion of work . |
| 34 | Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. 1200 mm dia NHSR O 132 SL NO 9.02). as per the direction of the Engineer-In-Charge for successful completion of work . |
| 35 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. (I-NO.17.12,P-152 Vol-2). as per the direction of the Engineer-In-Charge for successful completion of work . |
| 36 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (I-No.121,P-13.4 A, Vol-3). as per the direction of the Engineer-In-Charge for successful completion of work . |
| 37 | Part D: Electrical works from Ch Km 362.45 to 363.55 Km from Nehrucircle to Petrol Bunk: Fabricating, supplying and erection of ... ms long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom mm , top mm.with 3 mm thick, suitable base plate and 4Nos of long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM- A123 and 153 etc., (excluding foundation) as per drawing appended. 9 m - Top 70 mm and Bottom 155 mm dia. as per the direction of the Engineer-In-Charge for successful completion of work . |
| 38 | Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal poleusingnecessarybolts,nutsetc.,complete.DoubleArm Bracketwith2000mm Standard 40/50 mm dia. as per the direction of the Engineer-In-Charge for successful completion of work . |
| 39 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing bodyfor optimalthermaldissipation.Lampcompartmentcomprisingofanti glarecleardiffuser withInjectionmouldedpolycarbonatematerial,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 >5500K,IP66opticalandelectricalcompartment &impactresistanceof complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KValongwithOvervoltage/Overload,shortcircuit/miss-wiring protection. Compatibleforpolemountingwithouterdiaof40mmto50mm.Universal Voltagedrivertooperatewidevoltagerangefrom100Vto270V50/60Hz application. CompliancetoIS10322/IEC60598,LM79&LM80Adherence withRoHS.UL approvedMCPCB.Topaccessstreetlightwithsinglescrewto ensureeaseof maintenanceatthesightsitelocationwithminimizedminimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>1301m/w, nominal CRI >75. Luminaire manufacturer should have in- housefacilityaccreditedbyNABL/CPRI&any Governmentcertifiedagency& 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.Warrantyof2Yearsagainstanymanufacturingdefectworking under standard electrical conditions as mentioned LED Streetlight 200 W. as per the direction of the Engineer-In-Charge for successful completion of work . |
| 40 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVCinsulationsheathed suitableforworkingvoltageupto1100VasperIS- 694:2010 3C x 4 mm2. as per the direction of the Engineer-In-Charge for successful completion of work . |
| 41 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, includingall labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete.I - B (i) Ordinary soil - Mechanical Means . as per the direction of the Engineer-In-Charge for successful completion of work . |
| 42 | PCC 1:3:6 in Foundation :Providing & laying Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compated by vibration including curing,including cost of all materialsall labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. as per the direction of the Engineer-In-Charge for successful completion of work . |
| 43 | Supplying, Fitting and Placing un-coated TMT Fe-500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. includingstraightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required ( laps, hooks 7 wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc., complete. as per the direction of the Engineer-In-Charge for successful completion of work . |
| 44 | Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & tecnical pecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc., complete. (excluding cost of steel and fabrication charges)C - Case II RCC Grade M20 using batching plant transit mixer & manual placing. as per the direction of the Engineer-In-Charge for successful completion of work . |
| 45 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated 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 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the Work 14.1)In all kinds of soils Depth upto 3 m. as per the direction of the Engineer-In-Charge for successful completion of work . |
| 46 | 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. h) All other type of structures 79011.008 mm. as per the direction of the Engineer-In-Charge for successful completion of work . |
| 47 | 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. 2.1.5) PCC M 15 (1:2:4) using 20 mm nominal size.2.1.6) Mix 1:2:4 Using 20 mm nominal size graded crushed coarseaggregates. as per the direction of the Engineer-In-Charge for successful completion of work . |
| 48 | Fabrication, Supplying, Erection, Testing and Commissioning of ...... ms longPolygon high mast with Single/Multiple telescopic sections having, (minimum overlap distance of 1.5 times of top section) thickness as per BSEN 10025 grades 355 JO/ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/s as per IS 875 part 3(as per GA Drawing). Base plate as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hotdip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint The mast shall have 2 Way head frame with die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5 mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5 mm2 EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having locking arrangement The mast shall have manual/power tool (Suitable reversible geared motor operating on 230/415V, 50Hz, shall be provide above 15 Mtr mast) The mast shall have lantern of 2 segments, suitable dia with max load carrying capacity as per IS 1239. The mast shall be erected on existing RCC footing. The mast shall be supplied with 3 mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin l A fitting with wiring complete. (excluding foundation) as per technical data. 2) 16 m - Top 150 mm and Bottom 410 mm dia. Complete as per the direction of the Engineer-In-Charge for successful completion of work . |
| 49 | Supply of LED floodlight luminaire with pressure die cast aluminium housing body 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 @ Lumen Maintenance of 70%, CCT > 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V 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> 1301m/w, nominal CRI >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. 4) LED Floodlight 150W. as per the direction of the Engineer-In-Charge for successful completion of work . |
| 50 | Wiringforlighting/powercircuitusingoneof FRLSPVC insulated1100Vgrade,multistrandcopperwirewithlow conductorresistancesinglecoreinopenorconcealed systemofwiringwithspecifiedIS-694:confirmingtolatest amendments. 3) 2.5 mm2 . as per the direction of the Engineer-In-Charge for successful completion of work . |
| 51 | Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete.(As per Civil SR KSRB I-2, P-7)In soil (ordinary) 2019-20 KPWD SR. as per the direction of the Engineer-In-Charge for successful completion of work . |
| 52 | HDPE pipe grade PE80-PN 4.0, 63mm ( BWSSB SR) as per the direction of the Engineer-In-Charge for successful completion of work . |
| 53 | 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 5)16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) as per the direction of the Engineer-In-Charge for successful completion of work . |
| 54 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff5) 2.5 to 25 Sqmm . as per the direction of the Engineer-In-Charge for successful completion of work . |
| 55 | Supply and Installation / Fixing / Provision of Outdoor type rmoplastic 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. 1) 300 mm x 300 mm x 214 mm. as per the direction of the Engineer-In-Charge for successful completion of work . |
| 56 | Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. as per the direction of the Engineer-In-Charge for successful completion of work . |
| 57 | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment\"s on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm allround the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts,washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia. as per the direction of the Engineer-In-Charge for successful completion of work . |
| 58 | LT AC 3 Phase 4 Wire, 5-30 Amps DLMS Complaint Energy Meter, 1.0 Accuracy Class (Used for LT-2, LT-3 & LT-5 Installations up to 25HP/18KW). as per the direction of the Engineer-In-Charge for successful completion of work . |
| 59 | 428 55.04 LT Metering Box for housing the ETV Meter without CT\"s busbar wiring etc as per the direction of the Engineer-In-Charge for successful completion of work . |
| 60 | Supplying and fixing of Modular MCB Devices (Tripper) With Breaking capacity of 6kA. 1) 16 - 32 A SP as per the direction of the Engineer-In-Charge for successful completion of work . |
| 61 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.2) 32 A as per the direction of the Engineer-In-Charge for successful completion of work . |
| 62 | Supply and fixing of 3pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947.3) 25 A as per the direction of the Engineer-In-Charge for successful completion of work . |
| 63 | Utility Shifting as per the direction of the Engineer-In-Charge for successful completion of work . |
| 64 | Tree Cutting as per the direction of the Engineer-In-Charge for successful completion of work . |
