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Various Civil Construction Works Pertaining To Feeder Bays , Augmentation Of X-Mer, Addl. X-Mer Etc. And Civil R And M Works At Various Substation Yard And Control Room Under Eht-Construction Division Indore; 1 Various civil construction works pertaining to feeder bays 2 2.6(SOR w.e.f 01.12.2020) Earth work in excavation by mechanical means(Hydraulicexcavator) /manual meansoverareas(exceeding30cmin depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled andneatly dressed.(Noextraliftis payableif workisdoneby mechanical means) All kinds of soil 3 4.1.2.3(SOR w.e.f 01.12.2020) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40mm nominal size graded stone aggregate. M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate 4 5.16.6(SOR w.e.f 01.12.2020) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlapsshallbeprovidedasper requirementof IS13920forductiledetaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . Thermo-Mechanically Treated bars. (TMT/TMX)FE500ormoreconforming to IS 1786(Note:-1.Spacerbars (chairs)shallbepaid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “Reinforcement CouplersforMechanical Splices of Bars for Concrete Reinforcement - Specification”)Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 5 5.16.1(SOR w.e.f 01.12.2020) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlapsshallbeprovidedasper requirementof IS13920forductiledetaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . Mild steel and Medium Tensile steel bars.(Note:-1.Spacerbars(chairs)shall bepaid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “ReinforcementCouplersforMechanical Splices of Bars for Concrete Reinforcement - Specification”)Mild steel and Medium Tensile steel bars. 6 5.9.1(SOR w.e.f 01.12.2020) Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level 7 5.9.2.1(SOR w.e.f 01.12.2020) Centering and shuttering including strutting, propping etc. and removal of form for: Walls(anythickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. Uptoplinthlevel. 8 5.1.1(SOR w.e.f 01.12.2020) Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering,finishing andreinforcement- All work up to plinth level : M-20 Grade Concrete 9 2.24(SOR w.e.f 01.12.2020) Filling available excavated earth (excludinghardrock/Ordinary rock)in trenches, plinth, sides of foundations etc. in layersnotexceeding20cmin depth,consolidatingeach deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 10 2.27.1(SOR w.e.f 01.12.2020) Supplying and filling in plinth under floorsincludingwatering ramming consolidatinginlayersnotexceeding 20cm in depth and dressing complete. With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding20cmin thicknessand dressing complete. (Note:- maximum thickness ofthislayertobeprovided shall be 30cm) 11 NSOR4Supply , filling & compaction of Moorum with boulders / Copra with boulders below yard structure foundations in black cotton soil strata including cost of all material, labour, T&P, taxes, royalty, transportation, watering etc. complete as per direction of Engineer in charge. 12 10.2 (SOR w.e.f 01.12.2020) StructuralsteelworkusingM.S.flats, angles,channels I-section,H-sectionetc. riveted, bolted or welded in built up sections,trussesandframedwork, including cutting,hoisting,fixingin positionand applyinga primingcoatof approved steel primer all complete. 13 10.22.2 (SOR w.e.f 01.12.2020) Steelworkweldedinbuiltupsections/ framedworkincluding cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,gatesandsimilar works. 14 NSOR16 Labour only for fixing bolts of any length i/c weight of nuts & washers , etc. complete as per direction of Engineer in charge. 15 6.5.2(SOR w.e.f 01.12.2020) Brickworkwithwellbruntopen bhatta,bricks,crushing strengthnot less than 25kg /cm2 and water absorptionnot morethan20%in foundationandplinthi/ccuringetc complete. Cement Mortar 1:6 (1 cement: 6 sand). 16 10.1 (SOR w.e.f 01.12.2020) Structural steel work in single section fixedwithor withoutconnectingplate includingcutting,hoisting, fixingin positionandapplyingaprimingcoatof approved steel primer all complete. 17 13.2.2(SOR w.e.f 01.12.2020) 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement : 6 sand) 18 NSOR8 Supply,stacking and spreading of 40mm crusher broken metal black trap, basalt or granite uniformly in substation yard in desired thickness, free from dust and foreign matter,including transportation up to site, lead and lift, T&P, labour,royalty and taxes etc. complete as directed by Engineer-in-charge. 19 4.1.1.3(SOR w.e.f 01.12.2020) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate. M-15 – Grade concrete 20 11.66 (SOR w.e.f 01.12.2020) Providingandlayingfactorymademachine pressedprecast cementconcreteinterlocking paver block of any shape and size conforming to IS:15658- 2006 and ISI marked of 60 mm thickness,M-30 gradewithgreycementand pigment all as specified. Madeby block making machine with strong vibratory compaction, laid inrequired colour and patternover andincluding50mmthick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in-Charge. 21 18.7.1(SOR w.e.f 01.12.2020) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,..having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer-in- Charge. External Work..15 mm nominal outer dia .Pipes. 22 18.7.2(SOR w.e.f 01.12.2020) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,..having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer-in- Charge. External Work..20 mm nominal outer dia .Pipes. 23 18.12.1.1(SOR w.e.f 01.12.2020) Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :..With C.I. wheel of approved quality (screwed end)..25 mm nominal bore 24 18.12.1.3(SOR w.e.f 01.12.2020) Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :..With C.I. wheel of approved quality (screwed end).40 mm nominal bore 25 18.29.1(SOR w.e.f 01.12.2020) Providing and fixing brass bib cock of approved quality..15 mm nominal bore 26 2.35(SOR w.e.f 01.12.2020) Earth work in rough excavation by any meansandbanking\filling excavated earthinlayersnotexceeding20cmin depth, breakingclods,wateringrolling each layer with 1/2 tonneroller or wooden or steel rammers etc. and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up,in embankments for roads, flood banks,marginalbankand guidebankof fillingupgrounddepressionwithin campus,leadupto50mand alllift.All kinds of soil. 27 2.7.1(SOR w.e.f 01.12.2020)Earth work in excavation/ by mechanicalmeans (Hydraulic Excavator)/manualmeansoverareas (exceeding30cm indepth,1.5min width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock 28 2.7.2(SOR w.e.f 01.12.2020)Earth work in excavation/ bymechanicalmeans (Hydraulic Excavator)/manualmeansoverareas (exceeding30cm indepth,1.5min width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Hard rock (requiring blasting) 29 2.7.3(SOR w.e.f 01.12.2020)Earth work in excavation/ by mechanicalmeans (Hydraulic Excavator)/manualmeansoverareas (exceeding30cm in depth,1.5min width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Hard rock (blasting prohibited) 30 NSOR2 Supplying and spreading in EHV Substation yard or road works with hard moorum/ hard copra having maximum dry desnsity not less than 2 MT per cum with stacking, boxing , including cost of material, T&P, Royalty, all lead & lift etc. complete in layers not exceeding 200 mm , as per specifications and direction of Engineer-in-Charge. but excluding compaction 31 1.1.1.2 (SOR w.e.f 01.12.2020) Transportation By Mechanical Transport including loading, unloading and stacking. Lime, moorum, building rubbish 2 km 32 1.1.1.4 (SOR w.e.f 01.12.2020) Transportation By Mechanical Transport including loading, unloading and stacking. Lime, moorum, building rubbish 4 km 33 NSOR10 Compaction of moorum /earth by using SRR/DRR including hire & running expenses of roller, cost of water, T&P, labour, transportation, taxes etc. complete as directed by Engineer in charge. 34 NSOR20 22 cm thick grouted stone pitching (without quarry spall) with individual stones of 22 cm depth and minimum size 0.014 cum in cement mortar 1:6 complete as per direction of Engineer-in-charge 35 4.2.1.2(SOR w.e.f 01.12.2020) Providingandlayingcementconcretein retaining walls,returnwalls,walls(any thickness) including attachedpilasters,columns, pillars,posts,struts,buttresses, stringorlacing courses, parapets, coping, bed blocks, anchor blocks,plainwindowsills,filletsetc.uptofloor twolevel, excluding the cost of centering, shuttering and finishing : With 20mm nominal size graded stone aggregate M 20 – Grade concrete 36 13.64(SOR w.e.f 01.12.2020) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. 37 10.22.1 (SOR w.e.f 01.12.2020) Steelworkweldedinbuiltupsections/ framedworkincluding cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. Instringers,treads,landingsetc. ofstair cases includinguseofchequeredplate wherever required, all complete. 38 NSOR41 Providing & Fixing 100 mm dia AC/PVC pipe with grating for weep holes in Brick masonary/ Plain/Reinforement cement concrete abutments , wing walls, retaining walls etc. extending through the full width of abutments , wing walls, retaining walls etc.with a slope of 1H: 20V including cost of all material, labour, T&P etc. complete as directed by Engineer in charge. 39 34 NSOR Supply, stacking, spreading and hand packing for road works, 80mm over size metal black trap, basalt or granite free from dust & foreign materials including all lead and lift, stacking, boxing, labour charges, T&P,transportation from approved quarry or crusher to site, royalty charges etc. complete as per direction of Engineer-in-charge. 40 NSOR11 Consolidation of oversize metal by SRR / DRR with spreading of Moorum including hire & running expenses of roller with cost of water, T&P, Labour, transportation, taxes etc. complete, 41 NSOR37 Providing & Fixing in position LDPE Film of 150 micron (0.15 mm ) , ISI mark- 2508 (Grade 231) , including heat sealed joints at ends as per IS 9698 including cost of all material, labour, T&P, taxes, transportation etc. complete as directed by Engineer in charge 42 4.3.1(SOR w.e.f 01.12.2020) Centering and shuttering including strutting, propping etc. and removal of form work for : Upto plinth: Foundations, footings, bases for columns,plinthbeams,curtainwalls,columns below plinth. 43 4.1.1.4 Providing & Laying CCexcluding cost of centering & shuttering with 20 mm aggregate M-10 grade 44 13.5 Finishing walls with water proofing cement paint of required shade 45 2.27.2 Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete. 46 10.23.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works,including applying a priming coat of approved steel primer. 47 46NSOR Dismentling of chainlink mesh fencingwhich include taking out the mesh from the postsincluding barbed wire and lower & Upper Runner Angles if any,i/c stacking , rollingthe mesh and keeping all taken out material at specifiedplace in desired patternincluding all labour , T&P, taxes etc as per direction of Engineer in Charge 48 39bNSOR ""Providing and laying in position Reinforced Cement Concrete NP 3 class / prestressed concrete hume pipe for culverts on first class bedding of granular material in single or double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling , concrete & masonary works in headwalls , parapets, , abutments, etc. but including cost of pipes, collars, cement mortar for jointing , placing in position, labour, transportation, etc complete as per direction of Engineer-in-charge.(c) Pipe Diameter 1000mm" 49 General Repairing and maintanance insusbtation premisesunder jurisdiction of EHT-C dn. Jabalpur, 3006506,15.48(SOR w.e.f 01.12.2020),Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 50 3006211,13.46(SOR w.e.f 01.12.2020),Wall painting by any mechanical or manual means with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work 51 3006355,14.51.1(SOR w.e.f 01.12.2020),FinishingwallswithAcrylic Smooth exterior paint of required shade :.Old work (Two or more coat applied@ 1.67ltr/10sqm)on existing cement paint surface). 52 3006206,13.41(SOR w.e.f 01.12.2020),Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete.Note : Putty shall be applied only on the internal walls, for application on the exterior walls prior permission of APD/Chief Engineer will be required. 53 3006241,13.65(SOR w.e.f 01.12.2020),Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 54 3004833,4.1.1.2(SOR w.e.f 01.12.2020),Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate. M-20 – Grade concrete 55 3006285,14.5.1(SOR w.e.f 01.12.2020),Renewing glass panes, with putty andnailswherevernecessary including racking out the old putty:Float glass panes of thickness 4 mm 56 3006325,14.30(SOR w.e.f 01.12.2020),Removingdryoroilbound distemper, water proofing cement paintandthelikebyscrapping, sandpaperingandpreparing the surface smooth including necessary repairs to scratches etc. complete. 57 3006282,14.2.3(SOR w.e.f 01.12.2020),Fixingchowkhatsinexisting opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embeddingholdfastsincement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement:3sand:6graded stoneaggregate20mmnominal size),painting twocoatsof approved wood preservative to sidesof chowkhatsandmaking goodthedamagestowallsand floors as required complete includingdisposalofrubbishto thedumping ground within 50 meters lead : Clerestory window chowkhats 58 3006795,17.58.1(SOR w.e.f 01.12.2020),Providing and fixing unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion. Single socketed pipes for working pressure of 4 kg/sqcm. (minimum wall thickness 3.2mm)..75 mm diameter 59 3006796,17.58.2(SOR w.e.f 01.12.2020),Providing and fixing unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion. Single socketed pipes for working pressure of 4 kg/sqcm. (minimum wall thickness 3.2mm)..110 mm diameter 60 3007319,19.9.1.1(SOR w.e.f 01.12.2020),"Constructing brick masonry manholeincementmortar1:4 ( 1 cement : 4 sand ) R.C.C. top slabwithCement Concrete 1:2:4 mix(1 cement : 2 sand: 4 graded stone aggregate 20 mmnominalsize),foundation concrete 1:2:4 mix(1 cement : 2 sand:4gradedstone aggregate20mmnominalsize) inside plastering 12mm thick withcementmortar1:3 (1 cement:3sand)finishedwith floating coat of neat cement and makingchannelsin cement concrete1:2:4(1cement: 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cementcompleteas per standard design : Inside size 90x80 cm and 45 cm deep includingC.I. coverwith frame (light duty) 455x610 mm internal dimensions total weight ofcoverandframetobenot less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :..With well burnt bricks" 61 3005145,9.1.2 (SOR w.e.f 01.12.2020),Providing wood work in frames of doors, windows,clerestorywindows and other frames, wrought framed and fixed in position withholdfastlugsorwithdash fastenersofrequireddia andlength(hold fast lugs or dash fastener shall be paid for separately). Sal wood 62 3005718,10.27.1 (SOR w.e.f 01.12.2020),Providingandfixingglasspanes/steel sheet/fibresheet withputtyandglazing clipsinsteeldoors,windows, clerestory windows all complete. With 4.0 mm thick glass panes 63 3005706,10.22.2 (SOR w.e.f 01.12.2020),Steelworkweldedinbuiltupsections/ framedworkincluding cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,gatesandsimilar works. 64 3000163,56a NSOR,Wiring for the following light points with 1.5 Sq. mm PVC insulated copper conductor ( Finolex, Havells, Anchor or equivalent) 650 Volts grade standard wire in concealed 25 mm dia 2 mm thick rigid PVC pipe of approved make i/c switches, lamp holder, Ceiling rose (Anchor, Havells or equivalent make) , GI Box/ wooden box and all other required fittings & fixtures of approved make including providing 5 Amp grid plate (Anchor, Havells or equivalent ) complete. The work include cost of all material, T&P, labour, making grooves and after the work done, to make the wall & other structural components good to the desired finish complete as per direction of Engineer in charge. short point upto 3 m 65 3000164,56b NSOR,Wiring for the following light points with 1.5 Sq. mm PVC insulated copper conductor ( Finolex, Havells, Anchor or equivalent) 650 Volts grade standard wire in concealed 25 mm dia 2 mm thick rigid PVC pipe of approved make i/c switches, lamp holder, Ceiling rose (Anchor, Havells or equivalent make) , GI Box/ wooden box and all other required fittings & fixtures of approved make including providing 5 Amp grid plate (Anchor, Havells or equivalent ) complete. The work include cost of all material, T&P, labour, making grooves and after the work done, to make the wall & other structural components good to the desired finish complete as per direction of Engineer in charge. Medium point 3 to 6 metres 66 3000165,56c NSOR,Wiring for the following light points with 1.5 Sq. mm PVC insulated copper conductor ( Finolex, Havells, Anchor or equivalent) 650 Volts grade standard wire in concealed 25 mm dia 2 mm thick rigid PVC pipe of approved make i/c switches, lamp holder, Ceiling rose (Anchor, Havells or equivalent make) , GI Box/ wooden box and all other required fittings & fixtures of approved make including providing 5 Amp grid plate (Anchor, Havells or equivalent ) complete. The work include cost of all material, T&P, labour, making grooves and after the work done, to make the wall & other structural components good to the desired finish complete as per direction of Engineer in charge. Long point 6 to 10 metres 67 3000168,58b NSOR,Wiring for the fan/ exhaust fan / call bell points with 1.5 Sq. mm PVC insulated copper conductor ( Finolex, Havells, Anchor or equivalent) 650 Volts grade standard wire in concealed 25 mm dia, 2 mm thick rigid PVC pipe of approved make i/c switches, , Ceiling rose (Anchor, Havells or equivalent make) , GI / wooden box and all other required fittings & fixtures of approved make including providing 5 Amp grid plate (Anchor, Havells or equivalent ) complete. The work include cost of all material, T&P, tax, transportation etc., labour, making grooves and after the work done, to make the wall & other structural components good to the desired finish complete as per direction of Engineer in charge. Medium point 3 to 6 metres 68 3000172,59b NSOR,"Point wiring for 3 pin, 15 Amp Socket outlet point with 15 Amp Switch on separte board with 4 Sq. mm PVC insullated copper conductor of Havells, Anchor or equivelant make and all other required fittings and fixtures of Anchor, Havells or equivelant make in 25 mm dia rigid PVC conduit 2 mm thick of approved make including 2 mm bare copper earth continuity conductor with all cost of material , tax, transportation etc., T&P, labour and making grooves & making the same good in smooth finish as directed by Engineer in charge.Medium Point (3 m to 6m )" 69 3000178,62b NSOR,"Wiring for circuit wiring with PVC insulated copper conductor of Finolex, Havells, Anchor or equivelant make in rigid PVC Conduit 25 mm dia 2 mm thick of approved make with bare copper earth conductor of suitable size and all other required fittings of approved make including cost of all material, T&P, taxes, transportation etc., labour and making good the surfaces to the smooth finish after completion of the work as per direction of Engineer in charge.2x 2.5 Sqmm" 70 3000179,62c NSOR,"Wiring for circuit wiring with PVC insulated copper conductor of Finolex, Havells, Anchor or equivelant make in rigid PVC Conduit 25 mm dia 2 mm thick of approved make with bare copper earth conductor of suitable size and all other required fittings of approved make including cost of all material, T&P, taxes, transportation etc., labour and making good the surfaces to the smooth finish after completion of the work as per direction of Engineer in charge.2x4 Sqmm" 71 3000181,64 NSOR,Providing & Fixing earthing arrangement with 600x600x3.15 mm copper plate electrode including packing of charcoal powder and salt as per specification,water pipe 19 mm dia G.I.connections, etc. complete with excavation & refilling the pit with material as required, etc. with cost of all material, labour, T&P, taxes, transportation etc. complete as per direction of Engineer in charge. 72 3000182,65aNSOR,"Supply & fixing Miniature circuit breakers of Havells, Anchor, Crompton or equivelant make and accepted standard suitable for 240/415 volts 50 cycle, A.C. supply but without enclosures.Triple pole 6 amp to 16 amp rating" 73 3000188,65gNSOR,"Supply & fixing Miniature circuit breakers of Havells, Anchor, Crompton or equivelant make and accepted standard suitable for 240/415 volts 50 cycle, A.C. supply but without enclosures.Single pole & Neutral 6 amp to 16 amp rating" 74 3000191,66bNSOR,"Supply & fixing accepted standard steel sheet enclosures of Havells, Anchor, Crompton or equivelant make ( dust protected) for SPN Distribution Boards including Bus Bar, Neutral Link, din bar suitable for incorporating MCB surface / Flush mounting type including cost of all material, labour, taxes, transportation etc. complete.From 6 to 8 MCB per pole" 75 3007474,21.1.2.2(SOR w.e.f 01.12.2020),Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows and ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Powder coated aluminium (minimum thickness of powder coating 50 micron) 76 3006034,12.32.2(SOR w.e.f 01.12.2020),Providing and fixing on wall face Rigid Unplasticised rigid PVC (upvc) Single socketed rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm diameter (minimum wall thickness 2.2mm) 77 3006442,15.6.3(SOR w.e.f 01.12.2020),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. 78 3006596,17.1.1(SOR w.e.f 01.12.2020),Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, UPVC P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :..White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. 79 3006621,17.11.3(SOR w.e.f 01.12.2020),Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. 80 3006917,18.6.1.1(SOR w.e.f 01.12.2020),Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittingsi/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge...Internal work - Exposed on wall..15 mm nominal outer dia .Pipes. 81 3006919,18.6.1.3(SOR w.e.f 01.12.2020),Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittingsi/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge...Internal work - Exposed on wall..25 mm nominal outer dia.Pipes. 82 3007210,18.28(SOR w.e.f 01.12.2020),Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 83 3007211,18.29.1(SOR w.e.f 01.12.2020),Providing and fixing brass bib cock of approved quality..15 mm nominal bore 84 3007132,18.13.1(SOR w.e.f 01.12.2020),Providing and fixing CPVC gate valve with knob of approved quality...25 mm nominal bore 85 3007133,18.13.2(SOR w.e.f 01.12.2020),Providing and fixing CPVC gate valve with knob of approved quality.32 mm nominal bore. 86 3007134,18.13.3(SOR w.e.f 01.12.2020),Providing and fixing CPVC gate valve with knob of approved quality.40 mm nominal bore 87 3007135,18.13.4(SOR w.e.f 01.12.2020),Providing and fixing CPVC gate valve with knob of approved quality.50 mm nominal bore 88 3007240,18.48.1.1(SOR w.e.f 01.12.2020),Providing and fixing PTMT grating of approved quality and colour...Circular type...100 mm nominal dia. 89 3007292,19.4.2(SOR w.e.f 01.12.2020),Providing and laying below groundunplasticisedPVCpipe to withstandworkingpressure of4kg/cm2soildwaste pipes confirming toIS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving10mmgapfor thermal expansionallnecessaryfittings etc. complete. Excavation to be paid seperataly...160 mm diameter OD (min. wall thickness 4.0mm) 90 3003667,NSOR,Providing fabricating & fixing in position ready made septic tank of size of 90cmx60cmx2.00m size with RCC covers for 60 user daily i/c soak pit pipe, necessary excavation in all types of soil, embedding with 1:3:6 C.C. of thickness 150 mm transportation up to site, making connection with other accessories such as oulet pipes, i/c all materials, all necessary fittings like tee, bend pipe, cowl, etc. back filling complete as per instruction of Engineer-in-charge (Base Rate Rs 11000/- each) 91 3003675,,Repairing of door, window & ventilator shutter i/c taking out shutter from frame ,opening of each and every member of shutter ,replacement of defective members and refixing in to the frame complete i/c all materials as required and as per instruction and direction of Engineer in charge. 92 3005920,11.78.1.1 (SOR w.e.f 01.12.2020),Providingandlayingvitrifiedfloortiles Multi/Doublecharged(Minimumtoplayer thickness2.0mm) Neno Polishedselfdesign,in different sizewithwater absorptionless than 0.05%andconforming toIS:15622of approved makeinallcolours&shades,quality/premium qualityinflooringlaidon12mmthickcement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete In light shade glossy/ rustic /stain finished Size 600X600 mm thickness 9-10 mm 93 3005926,11. 79.1.1 (SOR w.e.f 01.12.2020),Providingandlayingvitrifiedfloortiles Multi/Doublecharged(Minimumtoplayer thickness2.0mm) Neno Polishedselfdesign,in different size with water absorption less than 0.05%andconformingtoIS:15622 of approved make in all colours& shades, 1st quality/ premium qualityinskirtinglaidon12mmthickcement mortar 1:4(1cement :4sand) including grouting the jointswithwhitecementandmatching pigments etc. complete In light shade glossy/ rustic /stain finished (a) Size 600X600 mm thickness 9-10 mm 94 3005875,11.49 (SOR w.e.f 01.12.2020),ProvidingandfixingCeramicglazedwalltiles 300x450mmor more(havingthickness6to7 mm)of1stquality conforming toIS:15622of approvedmakeinallColours&shades,except burgundy, bottle green, black laid on 12mm thick bedofCementMortar1:3(1Cement:3 sand)preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqmincluding pointing the joints with white cement and matching pigments etc., complete. 95 3005874,11.48 (SOR w.e.f 01.12.2020),ProvidingandlayingCeramicglazedfloortiles 300x300mmor more(havingthickness6 to 7mm) of 1st quality conforming toIS : 15622 of approvedmakeinany coloursandshadelaidon 20 mmthickCementMortar1:4(1Cement:4 sand)including pointingthejointswith white cement and matching pigment etc., complete. 96 3004852,4.5(SOR w.e.f 01.12.2020),Providingandfixingatorneargroundlevel precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 sand) including the costofrequiredcentering,shutteringand finishing smooth with 6mm thick cement plaster 1:3(1cement:3sand)onexposed surfaces complete. (With20mm nominalsizegradedstone aggregate) 97 3005885, 11.59.1 (SOR wef. 01.12.2020) Providingandfixing10mmthickacidand/or alkali resistant tiles of approved make and colour using acid and/ or alkali resisting mortar bedding and jointsfilled with acid and/ or alkali resisting cementasperIS:4457completeasper the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement: 4 sand)Acid and alkali resistant tile. 98 3005886, 11.59.2 (SOR wef. 01.12.2020)Providingandfixing10mmthickacidand/or alkali resistant tiles of approved make and colour using acid and/ or alkali resisting mortar bedding and jointsfilled with acid and/ or alkali resisting cementasperIS:4457completeasper the direction of Engineer-in- Charge. In dado/skirting on 12 mm thick mortar 1:4 (1acid proof cement: 4 sand).Acid andalkali resistant tile. 99 3005852,11.33 (SOR w.e.f 01.12.2020),Granite stonework 18mm thick of any colour in riser of steps, skirting, dado and pillars laid on 12 mm average thick cement mortar 1:3 (1 cement:3 sand) and jointed with white cement slurry mixed with pigment to match the shade of slab. 100 3006375,14.64(SOR w.e.f 01.12.2020),Chipping, Removing, Carefully loose plaster and Concrete work by low impact Hammer, Breaker without damaging the structure as Instructed by Engineer-in-Charge. 101 3006539,15.64(SOR w.e.f 01.12.2020),Disposal of building rubbish/malba /similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 102 3000107,9 NSOR,Watering only for moorum/ earth compaction including cost of water , transportation, T&P, labour, taxes, etc. complete (For road and other similar works) 103 3000116,18 NSOR,22 cm thick dry stone pitching (without quarry spall) with individual stones of 22 cm depth and minimum size 0.014 cum complete as per direction of Engineer-in-charge 104 3000119,21 NSOR,Removal & refixing of flagstone flooring , the work is inclusive of taking out of existing flagstone carefully and stacking the same properly at suitable location i/c cleaning of site by removal & disposal of unwanted material etc. , levelling and dressing of existing yard , supplying, spreding hard moorum i/c watering and ramming in 150 mm avarage thickness, laying of flagstone, fixing in position over moorum bed i/c cutting and setting, pointing in CM 1:3, striking joints, curing and cleaning etc. , complete as per direction of Engineer in Charge. The rate are inclusive of cost of all material, T&P, consumables, labour, transportation, all lead and lift, royalty charges, taxes etc complete but excluding cost of flagstone as same will be obtained from existing flagstone flooring. 105 3000137,34 NSOR,Supply, stacking, spreading and hand packing for road works, 80mm over size metal black trap, basalt or granite free from dust & foreign materials including all lead and lift, stacking, boxing, labour charges, T&P,transportation from approved quarry or crusher to site, royalty charges etc. complete as per direction of Engineer-in-charge. 106 3000138,35 NSOR,Supply and stacking at site 40mm metal (for Road works ) crusher broken black trap, basalt or granite free from dust & foreign materials, including transportation, lead & lift, royalty,taxes etc. complete as directed by Engineer-in-charge. 107 3000139,36 NSOR,80 mm thick WBM coat in wet season by SRR /DRR including spreading of Metal & Moorum, watering, Korebandi ( 40 mm metal), including hire & running expanses of roller complete 108 3000140,37 NSOR,Providing & Fixing in position LDPE Film of 150 micron (0.15 mm ) , ISI mark- 2508 (Grade 231) , including heat sealed joints at ends as per IS 9698 including cost of all material, labour, T&P, taxes, transportation etc. complete as directed by Engineer in charge 109 3000144,39c NSOR,"Providing and laying in position Reinforced Cement Concrete NP 3 class / prestressed concrete hume pipe for culverts on first class bedding of granular material in single or double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling , concrete & masonary works in headwalls , parapets, , abutments, etc. but including cost of pipes, collars, cement mortar for jointing , placing in position, labour, transportation, etc complete as per direction of Engineer-in-charge.(d) Pipe Diameter 1200mm" 110 3000146,41 NSOR,Providing & Fixing 100 mm dia AC/PVC pipe with grating for weep holes in Brick masonary/ Plain/Reinforement cement concrete abutments , wing walls, retaining walls etc. extending through the full width of abutments , wing walls, retaining walls etc.with a slope of 1H: 20V including cost of all material, labour, T&P etc. complete as directed by Engineer in charge. 111 3000148,43 NSOR,P/F 2400 mm high chain link mesh 75x75 mm square size of GI wire 4 mm dia conforming to IS specification 2771-1981 including all necessary arrangment for fixing the same to angle iron post such as hooks, cleats, washers, upper & lower runner GI wire with cost of chain link mesh and all other fixtures complete as per Drawing No.T&D/DRG./MISC./2/R3 and direction of Engineer- in- Charge. 112 3000149,44 NSOR,Providing & Fixing precast RCC post M-20 strength of section 100mmx100mm casted with 4 Nos.6 mm dia MS bars and stirrups placed 300 mm C/c , 1.85 M long placed at 2 M C/c , corner and every tenth post to be strainer post and strutted with struts (struts , strainer post & main post all of same size) , excavation of pit in all type of strata and pit size 30cmx30cmx60 Cm and grouting the posts in Cement Concrete 1:3:6 laid in the pit , providing & fixing 6 horizontal rows and 2 diagonals of barbed wire ( 9.38 Kg per Metre) to concrete posts and tied up suitably with GI wire & staple pins of 6 mm dia MS Bars embedded in posts , complete as per approved drawing & direction of Engineer in charge including cost of all material , labour , T&P, transportation etc. complete as per Drawing No. TRN/ST/168 113 3000150,45 NSOR,P&F Barbed wire (9.38 Kg per 100 M min.) to MS Angle Iron posts including screwing with GI tying wire staples or steel pins I/c cost of wire, staples pins etc. as per the direction of Engineer-In- Charge 114 3000151,46 NSOR,Dismentling of chainlink mesh fencing which include taking out the mesh from the posts including barbed wire and lower & Upper Runner Angles if any, i/c stacking , rolling the mesh and keeping all taken out material at specified place in desired pattern including all labour , T&P, taxes etc as per direction of Engineer in Charge 115 3000152,47 NSOR,Taking out RCC Posts of Yard fencing from the embedded pits or piles by excavating the pit or exposing the piles and then separating it from the concrete mass through chieseling , hammering or any other suitable safe method so that the post remains intact and then stacking it at desired place including all labour , T&P, taxes etc as per direction of Engineer in Charge 116 3000153,48 NSOR,Taking out MS Angle Posts of Yard fencing from the embedded pits or piles by excavating the pit or exposing the piles and then separating it from the concrete mass through chieseling , hammering or any other suitable safe method so that the post remains intact and then stacking it at desired place including all labour , T&P, taxes etc as per direction of Engineer in Charge 117 3000154,49 NSOR,Labour only for fixing of chain link mesh fencing in position on angle iron with nuts, bolts, washer including grouting of post if required including cost of nuts,bolts, flat washers of size 100 x 30 x 3mm as required but excluding cost of other material as per direction of Engineer-in-Charge. 118 3000155,50 NSOR,Labour only for steel work in single section for RS joist complete as per direction of Engineeer in charge 119 3000156,51 NSOR,Labour only for fixing MS angle post in cement concrete complete as per direction of Engineeer in charge 120 3011304, NSOR 288, Providing and fixing prestresed vertically casted concrete panels ( Both surfaces should be smooth and having grooves on both faces) of M-40 grade of concrete of size 2200X300X50 mm having minimum 4 numbers of high tensile steel wire as per IS 6006-2014 of dia 3mm placed horizontaly in full lenght of panel with prestressedprecast concrete coloumn of M-40 grade of size 3200X200X200 mm having minimum 8 numbers of high tensile steel wire as per IS 6006-2014 of dia 3mm placed vertically in full lenght to erect precast bouandary wall panels to height 2400mm from GL incl. excavation of pit of size 600mm dia X 1200 mm deep for ordinary soil and 600 mm dia X 850mm deep for hard rock strata for erection of coloumns and grouting the pit with M-20 grade of concrete,Manufactuiring, Transportation and Installation at site all complete as per the direction of engineer in charge. Along with providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia 10 meter openable lenght ( Total lenght 90 meter), having 50 No. rounds per 6 meter lenght, upto 3 meter height of wall with angle MS 65X65X6 mm iron "Y" saved run welded with to numbers 12mm dia tor steel rod embedded in coloumn, as per drawing and with 6 number horizontal R.B.T reinforced barbed wire, stud tied with GI staples and GI clips to retain horizontal, including necessary bolds aur GI barbed wire tied to angle iron, all complete as per direction of engineer in charge, with reinforced barbed tape (R.B.T) / spring core (2.5mm thick) and weight 43.478 gm per meter. Complete as per drawing number TRM/ ST/440- RI dtd. 04.07.2024 and TRN/ST/459 dtd. 22.01.2025 (or its subsiquent revision) and providing test results of all components and material used, tested from any NABL lab, incl. all transportation upto site complete job. 121 3011274, 285 NSOR, "Providing and laying mixture of stone crusher dust (free form organic matters and foreign matters etc.) and Cement in a ratio of 1:10 (1Part Cement :10 partstone crusher dust by volume)of minimum thickness of 100mm and with provision of ground water recharging holes of 100 mm dia and at 3000 mm c/c or at suitable intervals as per site requirement in zigzag patternwith the help of fixing 100 mm dia PVC pipes, including cost of pipes, preparation of surface, mixing of stone crusher dust and cement in concrete mixer with desired water cement ratio, laying, vibration, compaction, curing etc. complete to give a perfect cohesive, smooth and even surface, finishing as per requirement, cleaning, etc, complete and also inclusive of all leads and lifts and cost of all materials, transportation, royalty charges (it any) taxes, levies, labour charges, T&P and cost of other consumables etc. all complete and as per direction of Engineer-In-ChargeNote :- 1) This items shall not be executed in case of hard strata i.e. hard rock, soft rock, ordinary rock etc if exists on surface of substation yards. 2) The quantity of stone crusher dust shall be measured in volumetric terms so as to exercise cross check. " 122 1000557, NOSR Payment of fixed additional charges for Mobilization of men, materials, T&P etc. due to change in location of work from one substation/premises to another substation/premises after 1st sub order for each separate sub-order (s) under the scope of same contract of civil works shall be payable as per following conditions: -(i)Applicable only after 1st sub work order and only on change in work location from one substation/premises to another substation or any other MPPTCL’s premises situated at a distance of more than 3.00 Kms. for execution of work under the same main contract. (Nearest motorable road distance shall be considered for this purpose)(ii) The distance as mentioned in point no. – (i) shall be considered from the nearest current location of ongoing work (where the work shall be in progress by the contractor at the time of placing new sub-order irrespective of scheduled completion period given for that work) under the scope of same contract. (iii) Not applicable for the balance work (when the sub order of any civil work is placed in two or more parts) of dusting, metaling etc. on the same feeder bay work for which the work of foundation etc. has been executed previously under the scope of same contract.(iv)The rates are inclusive of cost of transportation of labour, material, T&P etc. and cost of all respective works in all respect up to any distance in the area of jurisdiction of main work order for the contract and also in nearby areas as per necessity i/c all applicable taxes (except GST) etc. all complete, as per terms and conditions of order and as per direction of Engineer – In – Charge.(Base Rate: - Rs. 10,000/- per shifting) Note:- This payment of fixed additional charges for changing of work location shall be payable only when work will be executed in accordance with location wise priority fixed by the Engineer-In-Charge (if any) and only on successful completion of work in all respect as per scope of work in the sub-order for which said additional charges are to be payable.
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