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| 1 | ConstructionofEmbankment/Subgrade/ earthshoulders, as per clause 305 &its sub-clauses, Whererequired but with approved materials/ soil like morrumCBR value not less then 7% i/c all lead & lifts i/c excavation, cost of atering,compaction and aintenance of surface during construction to ensure shedding & preventing ponding of water (clause 305.3.6) shaping & dressing clause 305.3.7), finishingetc.completebut excluding scarifying existing granular/ bituminous road surface vide clause 305.6. |
| 2 | Crusher Run Macadam BaseProviding&layingcrushedstoneaggregate,onapreparedsurface,spreadingandmixingwithamotorgrader, watering and compacting withavibratory roller as per clause 407 of the specificationsFor 53 mm maximum size |
| 3 | Constructionofdryleancement concreteSub- base overa prepared sub-grade withcoarseand fine aggregate conforming toIS: 383,.paver with electronic sensor, compactingwith 8-10 tonnes vibratory roller,finishing and curingand as per relevant clauses of section-600 |
| 4 | Construction of dowel jointed, plain cement concrete pavement in M-30 grade concrete over a prepared sub base with 43 or higher grade cement, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batchingand mixing plantas perapproved mixdesign, transportedtosite,laidwitha fixed form or slip form paverwith electronic sensor, 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, placing of dowel bar and tie rod,admixturesas approved,curing compound, finishingto linesand grades as per approveddrawingsas per IRC- 15 2002 and as per relevant clauses of section-602 of of MORTH specifications complete butexcluding cost of steel in dowel bar &tie rod etc.. |
| 5 | Steel for Dowel bars & Tie BarsConcrete Apron for Bus Parking ofBus Stand (i) 8280Sqm, |
| 6 | Steel for tie bars: Total Weight of steel |
| 7 | Earth work in excavationby mechanicalmeans (Hydraulic excavator)/ manual means over areas (exceeding30cm in depth. 1.5minwidthaswellas10sqmonplan)includingdisposalof excavatedearth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 8 | Filling by available excavated earth (excluding rock) in trenches, plinth, sidesoffoundationsetc.in layersnotexceeding20cmin depth, consolidatingeach depositedlayer by rammingand watering,lead up to 50 m and lift upto 1.5 m. |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. |
| 10 | Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. |
| 11 | Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. RCC |
| 12 | Thermo-MechanicallyTreated bars. |
| 13 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 14 | Random Rubble Masonary with hard stone plinth and foundation including levelling with M-5 (cement concrete etc1:6) |
| 15 | 15 mm cement plaster of mix : 1:4 |
| 16 | 20mm cement plaster of mix: 1:6 |
| 17 | New work (three or more coats) : Area of 6mm and 15 mm plaster |
| 18 | Newwork(two or morecoats)over andincludingpriming coat with cement primer. |
| 19 | Foundations, footings, bases of columns, etc. For mass concrete. |
| 20 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 22 | Structural steel work riveted, bolted or welded in built up sections, in position and applying a priming coat of approved steel primer all complete Sor item no.10.2 page no. 113 |
| 23 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 24 | Excavation for StructuresEarthworkinexcavationforfoundation,trenchesfor pipes/ cables or drains etc. by mechanical means/ manual means (exceeding 30cm in depth) including ramming of bottom, dressing of sides, disposal of excavated earth including of all liftand leadupto 50m.Disposedearthto be levelled and neatly dressed. |
| 25 | Centering and shuttering including strutting, propping etc.and removal of form for Formwork - For Foundation Etc. |
| 26 | Cement concrete grade M-10 (Nominal Mix) with 40mm maximum size of stone aggregate |
| 27 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 28 | Thermo-Mechanically Treated bars. (Fe 500 D or more) |
| 29 | Centering and shuttering including strutting, propping etc.and removal of form for:Formwork -Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc |
| 30 | Filling by available excavated earth (ex. Rock) in trenches,plinth,side of foundation etc.in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.50M. |
| 31 | Providing weep holes in brick masonry / Plain / Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 32 | Crusher Stone Dust |
| 33 | ConstructionofEmbankment/Subgrade/earthshoulders,asperclause305&itssub-clauses, |
| 34 | Crusher Run Macadam Base |
| 35 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not |
| 36 | Construction of dowel jointed, plain cement concrete pavement in M-30 grade concrete over a prepared sub base with 43 grade cement maximum size of coarse 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 spreading the concrete by shovels, rakes compacted using needle, screed and plate vibrator andfinished in a continuous operation including provision of contraction, expansion, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar,tie rod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2002 and as per relevant clauses of section-602 of specifications complete but excluding cost fo steel in dowel ber & tie rod etc. |
| 37 | Add extra in Item No.- 6.3 & 6.5 above for the cost of stell in dowel bar and tie rod etc. required as per design. (Road 1&2) Each panel @2.75 ( Contraction Joint) |
| 38 | (Road 3) 2HYSD tie bars of Fe 500 grade confirming to IS 1786, |
| 39 | Construction of Hard Shoulder with approved material/selected soil having CBR >12 i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. ROAD 1& 2 |
| 40 | Direction and Place Identific ationsigns upto0.9sqmsizeboard.(Providing and erecting direction and place identification retro- eflectorised signasperIRC:67madeofencapsulatedlenstypereflectivesheetingvideclause801.3,fixedoveraluminiumsheeting,2mmthickwithareanotexceeding0.9sqmsupportedonamildsteelsingleangleironpost75x75x6mm(heightfromcrownleveloftheroadandbottomofthesignboardshallnotbelessthan1.5m.)firmlyfixedtothegroundbymeansofproperlydesignedfoundationwithM15gradecementconcrete45x45x60cm,60cmbelowgroundlevelasperapproveddrawingincludingpaintingofverticalpostasper specification. |
| 41 | DirectionandPlaceIdentificationsignswithsizemorethan0.9sqmsizeboard.(Providinganderectingdirectionandplaceidentificationretro-lectorised signasperIRC:67 madeofencapsulated lenstypereflective sheeting vide clause 801.3, fixedoveraluminiumsheeting, 2mmthick withareaexceeding 0.9sqmsupported onamildsteel angle ironpost75mmx75mmx6mm(heightfromcrownleveloftheroadandbottomofthesignboardshallnotbelessthan1.5m.),2Nos.firmlyfixedtothegroundbymeansofroperlydesignedfoundationwithM15gradecementconcrete45cmx45cmx60cm,60cmbelowgroundlevelasperapproveddrawingincludingpaintingofvertical post as per specification. |
| 42 | Providing and erecting 9 mtrs. High hot dipped galvanized octagonal poles with bottomof 200mm A/F, top 100mm, A/F made from 3mm thick HT plate & 290x290x16mm base plate with 1500mm long decorative sword type double arm bracket complete ererted in an approved manner on provided foundation. Suitable size & type of foundation bolts. 4 nos. bolts type M20x750mm \"J\" type foundation bolts (EN8 grade)(Average Spacing 25 mtr) |
| 43 | Designing & casting with M-20 cement concrete foundation suitable for 9 mtrs. Octagonal poles considering the safe soil bearing capacity at site as 10 T/sqm at 2 mtrs. Depth including excavation, foundation nut bolts in an approved manne |
| 44 | Supplying, installing, testing of earth Coil (coil of 115 turns of 50mm dia, and 2.5 Mtrs. Lead of 4 mm G.I wire. |
| 45 | Supplying and installing Double wall corrugated pipes (DWC) of HDPE ( IS 14930 Part II -marked ) for cable laid under ground with necessary connecting sockets/ couplings,tees of same material and at required depth upto 90cm. below road/ground surface,including excavation, back filling with excavated material with ramming and making the surface good: 90.00mm outside dia. |
| 46 | Suppying & installing G.I. Pipe for protection of underground cable fixed on wall/support/in trench/fixed between two rigid existing support of wall/beam for erection of ceiling Fan/down rod for stiff pendent for light luminaries /fan/protective forearthing, lightening conductor down strip/everhead service line/for submer cable or centrifugal pump for water supply with necessary iron clamp coupler, bend, te, elbow, nuts and bolts etc. complete in anapproved manner as required to complete the job excluding cost of excavation/dismateling & other finished masonary Item complete.: A\" Class G.I.Pipe ISI Marked (IS-1161-69) (Road Crossing)80.00mm |
| 47 | Laying of one number PVC insulated and PVC sheathed power cable of 1:1 kV grade of size not exceeding 25 Sq.mm in the existing RCC Hume/Stone/Ware/G.I. pipe as required. |
| 48 | Supply of XLPE Insulated power cable (conforming IS-7098 ) 1100 Volt grade/Heavy duty power cable conforming to IS 1554-1100 Volts grade , 2 core /3½ core/4 coreISI MARKED with Alu. Stranded /solid conductor: 16 Sq.mm.(XLPE) |
| 49 | 25 Sq.mm(XLPE) |
| 50 | 10 Sq.mm.(XLPE) |
| 51 | 35 Sq.mm(XLPE) |
| 52 | Supply of XLPE Insulated power cable (conforming IS-7098) 1100 Volt grade/Heavy duty power cable conforming to IS 1554-1100 Volts grade , 2 core /3½ core/4 coreISI MARKED with Alu. Stranded /solid conductor: UNARMOURED 2 Core ( For Fitting):2.5 Sq.mm.(Heavy Duty) |
| 53 | BRASS COMPRESSION GLAND Gland Size 22mm suitable for cable 2,3, 3½, 4 x 10 Sq.mm or 2x 16 Sq.mm |
| 54 | Gland size 28mm for 3,4 x 16 Sq.mm |
| 55 | Gland size 32mm for 2,3, 3½, 4 x 25 Sq.mmOR 2,3, 3½ x 35 Sq.mm OR 2,3 x 50 Sq.mm |
| 56 | Supplying and fixing street light with high power LED of 1 to 3 W each assembled on single MCPCB, system lumens output with efficacy>90 lm/W. Luminiare having color temp 6500K & 50000 burning hrs life with minimum @ L 70, The colour rendering index of LED light should be more than 70. Luminiare comprises of driver, PF 0.95 & surge protection 3KV. Housing made of pressure die cast aluminium with heat resistant flat glass / Lens type, IP65 protection. Submission LM 80-08 Form LED Source Manufacturer & LM79-08 / IS16106 from NABL approved lab. Manufacturer manadatory i/c 50mm.dia G.I. Pipe bracket upto 2 mtr. long in required angle/shape, connection lead, testing etc to complete the job. 2 Yrs Guarantee certificate from manufacturer.: 90W |
| 57 | Supplying , fixing,testing and commissioning floor mounted streetlight panel (30 X30X6mm)with Angle iron stand fabricated out of 2 mm thick sheet primer coated with two coated of anemel paint provided with required gaskit for dust weather proof having protection IP42 for 440 volt 3 ph 4 wire system complete having copartmentalized for incomer bus bar section out going alleys and MCB isolator TPN 63 amps 2 nos timer digital cable glands lugs terminal bakellite stripo connector 16 amps ( supply from existing distribution transformer at 3 point for street light connection) |
| 58 | Supplying of ISI Marked and accepted standard of Miniature Circuit Breaker (MCB) of \"C\" series suitable for 240/415 Volts, 50 Cycle , 10kA Value AC supply confirming to IS : 8828 : 1996, IEC : 60898:2002 but without enclosures :- SINGLE POLE (SP): 0.5 Amp to 5 Amp Rating |
| 59 | FOR TRIPLE POLE & NEUTRAL(TPN):50 Amp to 63 Amp Rating |
| 60 | Supplying, installing, testing and commissioning of 11/0.4 K.V. 3 Phase 50 Cycle oil immersed, naturally cooled, out door typetransformer connected delta on H.T. side and star on L.T. side hand operated off load, Tap changer switch,above 100 kVA rating and diagram plate, two earthing terminal, lifting lugs, oil level guage, drain valve with plug, temperature not exceeding 50ºC on load, oil conservator with drain plug, oil filling hole with plug dehydrating silica gel breather, four unidirectional roller, arcing horns, explosion vent, terminal arrangement bushing on H.V. side and cable box on LV side, first filling of oil upto desired level and transformer installing on existing structure with all Required materials arrangements as required as per IS specification. |
| 61 | Supplying installing and testing of AB isolating switch assembly set gang operated suitable for 11/0.4 KV,DP structure with brass part contacts, operating rod with required GI pipe, handle locking arrangement on On-Off position conforming to IS complete with required material and installing on existing structure to complete the job as required as per specification. |
| 62 | Supplying, installing ,testing of 11 KV D.O. fuse assembly with brass part contact for 11/0.4 KVDP Structure set of 3 with fuse with barrel with required fuse element & other materials as per specification on existing D.P. structure as required.(set of 3nos.) |
| 63 | Supplying and erection of bow stay set complete (galvanized) with 19mm dia x 1.8m long stay rod, anchor plate of size 300mmx300mm x 6.4mm thimble stay clamps, turn buckle 19mmx60cm, 7/4.00mm dia G.I. stay wire and strain insulator etc. in cement concrete 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) foundation including excavation and refilling and also with 0.6m long brace of size 50mmx 50mmx6mm angle iron with 50mm dia pulley fixed at one end of the brace as required. |
| 64 | Supplying, installing, testing 1100 Volts Grade Aluminium conductor XLPE, LT Cable Single core Armored |
| 65 | Supplying, installing, testing and commissioning of Lightning Arrestors |
| 66 | SupplyofsupportforoverheadlineRSjoist/H-beamof I.S. andardincluding welding,drilling of required hole etc.complete as required. H-Beam 152x152mm , Std weight 37.1 kg per meter |
| 67 | Erection of steel tubular or steel rail pole or H-Beam of length exceeding 10 meters but not exceeding 13 meters in cement concrete 1:3:6 (1 cement :3 coarse sand: 6 graded stone aggregate 40mm nominal size) foundation , base padding & muffing including excavation and refilling etc. as required.(4.55 bags of cement/cmt.) |
| 68 | Supplying and laying 6 SWG G.I. wire at 0.5Meter below ground level as conductor earth electrode including soldering etc. as required. |
| 69 | Providing & fixing 25mm X 5mm G.I.strip in40mm dia G.I. Pipe(B class) from earth electrode as required. |
| 70 | Add Extra for using salt and charcoal / coke for G.I. Plate or Copper plate earth electrode as required including excavation & refilling. |
| 71 | Primer coat over new steel and other metallic surface with red oxide/zinc chromide paint complete with supply of material labour etc. including preparation of surface. |
| 72 | Primer coat with aluminium paint, brushing complete with material and labour including preparation of surface. |
| 73 | Providing and laying channel of size 100x50x6 for AB, DO, LA support |
| 74 | GI 40mm diameter 9 m long |
| 75 | LT Distribution box for 100KVA Transformer |
| 76 | Supplying and installing of Junction Box for Light fitting Complate in All respect |
| 77 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding30cm in depth. 1.5m inwidth as well as10sqm on plan) including disposal of excavatedearth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.2.6.1. All kinds of soil |
| 78 | Providing and erecting 16mt High Mast Lighting sytem with 8 No. 2 x 400 wflood light fitting 400 Watt each complete with control gear and lampswith integral Power tool, weight 550 kg. comprising of2 sections of hot dipped galvanized materials as per BSEN ISO 1461 thickness 3 mm &4 mm, dia 150mm & 460mm for top and bottom respectively, stress fitting arrangement on site with 500mm overlap dynamic loading towithstand max wind pressure as per -IS 875 part III, parameters for structural & foundation design must be taken from Wind Tunnel test. Lightning protection of GI single spike 1200mm at top and at base inside compartment with double internal lock with adequate size ofMCB erected on PVC board complete with base plate of 25mm thick670mm dia. and foundation bolts having 8 nos. bolts of 30mm dia850 mm long (E 6.8 grade) Anchor plate 590 PCD,670X670x8mmincluding accessories viz.(1) Lantern carriage of 50 NB ERW class-B ,Pl pipe covered with PVC sleeve suitable to carry 500kg. load andupto 8 fittings symmetrically.(2) Trailing Copper cable 5x2.5 sq.mm,EPR insulated PCP Sheatehed (3) Double DrumWinch having gear 53:1, oil bath (SAE90/140) arrangement(4)2 nos. Stainless steel wire ropes 6 mm dia (7/19) breaking load capacity 2400 kg.x2,(5) Integralpower tool 3-phase, 1HP 2m/min single speed .torque limiter upto 500 kg adjustable(6)Twin door aviation light of type of BJAOL 2 with two numbers 100W lamps (7) Feeder pillar fabricated out of 14 SWG CRCA sheet and comprise of incoming 32 A TPN switch, HRC fuses, single dial timer, suitable size of contactors for lighting and power tool, 2 nos.outgoing, reversing switch for motor. |
| 79 | Designing & casting of Open raft shallow footing foundation with M-20 cement concrete suitable for 16mtrs. High Mast considering the safe soil bearing capacity at site as 10 T/sqm at 2mtrs. Depth including excavation, foundation nut bolts in an approved manner. |
| 80 | Supplying, installing, testing of earth Coil (coil of 115 turns of 50mm dia, and 2.5 Mtrs. Lead of 4 mm G.I wire. |
| 81 | Supplying installing and testing of AB isolating switch assembly set gang operated suitable for 11/0.4 KV,DP structure with brass part contacts, operating rod with required GI pipe, handle locking arrangement on On-Off position conforming to IS complete with required material and installing on existing structure to complete the job as required as per specification. |
| 82 | Supplying, installing ,testing of 11 KV D.O. fuse assembly with brass part contact for 11/0.4 KVDP Structure set of 3 with fuse with barrel with required fuse element & other materials as per specification on existing D.P. structure as required. (set of 3nos.) |
| 83 | Supplying and erection of bow stay set complete (galvanized) with 19mm dia x 1.8m long stay rod, anchor plate of size 300mmx300mm x 6.4mm thimble stay clamps, turn buckle 19mmx60cm, 7/4.00mm dia G.I. stay wire and strain insulator etc. in cement concrete 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) foundation including excavation and refilling and also with 0.6m long brace of size 50mmx 50mmx6mm angle iron with 50mm dia pulley fixed at one end of the brace as required. |
| 84 | Supplying, installing, testing 1100 Volts Grade Aluminium conductor XLPE, LT Cable Single core Armored |
| 85 | Supplying, installing, testing and commissioning of Lightning Arrestors |
| 86 | SupplyofsupportforoverheadlineRSjoist/H-beamof I.S. andardincluding welding,drilling of required hole etc.complete as required. |
| 87 | Erection of steel tubular or steel rail pole or H-Beam of length exceeding 10 meters but not exceeding 13 meters in cement concrete 1:3:6 (1 cement :3 coarse sand: 6 graded stone aggregate 40mm nominal size) foundation , base padding & muffing including excavation and refilling etc. as required.(4.55 bags of cement/cmt.) |
| 88 | Supplying and laying 6 SWG G.I. wire at 0.5 Meter below ground level as conductor earth electrode including soldering etc. as required. |
| 89 | Providing & fixing 25mm X 5mm G.I.strip in40mm dia G.I. Pipe(B class) from earth electrode as required. |
| 90 | Add Extra for using salt and charcoal / coke for G.I. Plate or Copper plate earth electrode as required including excavation & refilling. |
| 91 | Primer coat over new steel and other metallic surface with red oxide/zinc chromide paint complete with supply of material labour etc. including preparation of surface. |
| 92 | Primer coat with aluminium paint, brushing complete with material and labour including preparation of surface. For 16 meter long pole, Are for Painting = 20.36qm |
| 93 | Providing and laying channel of size 100x50x6 for AB, DO, LA support |
| 94 | GI 40mm diameter 9 m long |
| 95 | LT Distribution box for 100KVA Transformer |
| 96 | MPSEB Fees for Supervision |
| 97 | Supplying and installing of Junction Box for Light fitting Complate in All rspect |
