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| 1 | Construction of Embankment |
| 2 | Crusher Run Macadam Base |
| 3 | Constructionofdrylean |
| 4 | Construction of dowel jointed, |
| 5 | Steel for Dowel bars & Tie Bars |
| 6 | Steel for tie bars |
| 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. |
| 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 : |
| 16 | Area of 6mm and 15 mm plaster |
| 17 | Newwork(two or morecoats)over andincludingpriming coat with cement primer. |
| 18 | Foundations, footings, bases of columns, etc. For mass concrete. |
| 19 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 21 | Structural steel |
| 22 | 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 |
| 23 | Excavation for StructuresEarth 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. as per relevant clauses of section 300 & 2100 in |
| 24 | Centering and shuttering including strutting, propping etc.and removal of form for:Formwork - For Foundation Etc. |
| 25 | Providing Plain cement concrete M-10 nominal mix in foundation as per relevant clauses of sections 1500,1700 and 2100. |
| 26 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 27 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant specifications and as per relevant clause of section 1600 |
| 28 | 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 |
| 29 | 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. |
| 30 | 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 |
| 31 | Crusher Stone Dust |
| 32 | ConstructionofEmbankment/Subgrade/earthshoulders,asperclause305&itssub-clauses, |
| 33 | Crusher Run Macadam Base |
| 34 | 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 |
| 35 | 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. |
| 36 | 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. |
| 37 | 6.12.2 |
| 38 | 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 meetrequirement as per relevant clause of 400. ROAD 1& 2 |
| 39 | DirectionandPlaceIdentificationsignsupto0.9sqmsizeboard.(Providinganderectingdirectionandplaceidentificationretro-reflectorisedsignasperIRC:67madeofencapsulatedlenstypereflectivesheetingvideclause801.3,fixedoveraluminiumsheeting,2mmthickwithareanotexceeding0.9sqmsupportedonamildsteelsingleangleironpost75x75x6mm(heightfromcrownleveloftheroadandbottomofthesignboardshallnotbelessthan1.5m.)firmlyfixedtothegroundbymeansofproperlydesignedfoundationwithM15gradecementconcrete45x45x60cm,60cmbelowgroundlevelasperapproveddrawingincludingpaintingofverticalpostasper specification. |
| 40 | DirectionandPlaceIdentificationsignswithsizemorethan0.9sqmsizeboard.(Providinganderectingdirectionandplaceidentificationretro-lectorisedsignasperIRC:67madeofencapsulatedlenstypereflectivesheetingvideclause801.3,fixedoveraluminiumsheeting,2mmthickwithareaexceeding0.9sqmsupportedonamildsteelangleironpost75mmx75mmx6mm(heightfromcrownleveloftheroadandbottomofthesignboardshallnotbelessthan1.5m.),2Nos.firmlyfixedtothegroundbymeansofroperlydesignedfoundationwithM15gradecementconcrete45cmx45cmx60cm,60cmbelowgroundlevelasperapproveddrawingincludingpaintingofvertical post as per specification. |
| 41 | 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) |
| 42 | 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 |
| 43 | Supplying, installing, testing of earth Coil (coil of 115 turns of 50mm dia, and 2.5 Mtrs. Lead of 4 mm G.I wire. |
| 44 | 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 |
| 45 | 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. |
| 46 | 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. |
| 47 | 16 Sq.mm.(XLPE) |
| 48 | 25 Sq.mm(XLPE) |
| 49 | 10 Sq.mm.(XLPE) |
| 50 | 35 Sq.mm(XLPE) |
| 51 | 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 |
| 52 | Gland Size 22mm suitable for cable 2,3, 3½, 4 x 10 Sq.mm or 2x 16 Sq.mm |
| 53 | Gland size 28mm for 3,4 x 16 Sq.mm |
| 54 | 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 |
| 55 | 90W |
| 56 | 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) |
| 57 | 0.5 Amp to 5 Amp Rating |
| 58 | FOR TRIPLE POLE & NEUTRAL(TPN) |
| 59 | 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. |
| 60 | 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. |
| 61 | 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.) |
| 62 | 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. |
| 63 | Supplying, installing, testing 1100 Volts Grade Aluminium conductor XLPE, LT Cable Single core Armored |
| 64 | Supplying, installing, testing and commissioning of Lightning Arrestors |
| 65 | Supply of support for overhead line Rail pole of I.S. standard includingwelding, drilling of required hole etc. completeas required. |
| 66 | 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.) |
| 67 | Supplying and laying 6 SWG G.I. wire at 0.5Meter below ground level as conductor earth electrode including soldering etc. as required. |
| 68 | Providing & fixing 25mm X 5mm G.I.strip in40mm dia G.I. Pipe(B class) from earth electrode as required. |
| 69 | Add Extra for using salt and charcoal / coke for G.I. Plate or Copper plate earth electrode as required including excavation & refilling. |
| 70 | 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. |
| 71 | Primer coat with aluminium paint, brushing complete with material and labour including preparation of surface. |
| 72 | Providing and laying channel of size 100x50x6 for AB, DO, LA support |
| 73 | GI 40mm diameter 9 m long |
| 74 | LT Distribution box for 100KVA Transformer |
| 75 | Supplying and installing of Junction Box for Light fitting Complate in All rspect |
| 76 | 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 |
| 77 | 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 Drum |
| 78 | 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. |
| 79 | Supplying, installing, testing of earth Coil (coil of 115 turns of 50mm dia, and 2.5 Mtrs. Lead of 4 mm G.I wire. |
| 80 | 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. |
| 81 | 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.) |
| 82 | 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. |
| 83 | Supplying, installing, testing 1100 Volts Grade Aluminium conductor XLPE, LT Cable Single core Armored |
| 84 | Supplying, installing, testing and commissioning of Lightning Arrestors |
| 85 | Supply of support for overhead line Rail pole of I.S. standard includingwelding, drilling of required hole etc. completeas required. |
| 86 | 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.) |
| 87 | Supplying and laying 6 SWG G.I. wire at 0.5 Meter below ground level as conductor earth electrode including soldering etc. as required. |
| 88 | Providing & fixing 25mm X 5mm G.I.strip in40mm dia G.I. Pipe(B class) from earth electrode as required. |
| 89 | Add Extra for using salt and charcoal / coke for G.I. Plate or Copper plate earth electrode as required including excavation & refilling. |
| 90 | 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. |
| 91 | 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 |
| 92 | Providing and laying channel of size 100x50x6 for AB, DO, LA support |
| 93 | GI 40mm diameter 9 m long |
| 94 | LT Distribution box for 100KVA Transformer |
| 95 | MPSEB Fees for Supervision |
| 96 | Supplying and installing of Junction Box for Light fitting Complate in All rspect |
