Tender For Road Widening Of Hamukhedi Bijasan Mata Mandir To Dewas Road Marg; 1 Lime Concrete, cement concrete grade M-10 and below. 2 Concrete- Prestressed / Reinforced cement concrete grade M-20 & above. Considering Avg Property Width 6m. 3 Tile work/brick masonry c) In Mud mortar 4 Tile work/brick masonry b) In cement mortar 5 Stone Masonry-Rubble stone masonry in cement mortar 6 Scraping of Stone from dismantled stone masonry.In Mud mortar. 7 Bituminous courses. 8 Granular courses. 9 Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. 10 Removal of cement concrete pipe of sewer gutter upto 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 meter and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works. 11 Removal of telephone pole/ Electric Poles/ traffic poles/ sign Boards etc. including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 meter and stacking the serviceable and unserviceable material separately. 12 Excavated Earth(Upto 10 Km) 13 Lime, moorum, building, rubbish, Fly Ash 14 Providing and fixing 1.6m high barricading during construction with 0.63mm thick GI sheets of TATA/ JINDAL or equivalent make in double row fixed with 75mm dia. wooden ballies or 50mm dia. MS pipe buried in existing road sufficiently including painting with yellow and black bands by synthetic enamel paint as per the traffic norms and as directed by the Engineer. 15 Traffic Cone (Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE)material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per specifications. 16 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :Cement concrete grade M-20 (Nominal Mix)with 20mm maximum size of stone aggregate. 17 Foundations, footings, bases of columns, etc. For mass concrete. 18 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 19 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 20 Suspended floors, roofs, landings, balconies and access platform. 21 Columns, Pillars, Piers, Abutments, Posts and Struts. 22 Brickwork with flyash lime bricks (FALG Bricks) conforming to IS:12894- 2002, class designation 50 (average compressive strength) in super structure above plinth level up to floor 2 level including thecost of scaffolding :Cement mortar 1:4 (1 cement : 4 coarse sand) 23 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands,plain window sills, staircases and spiral staircases upto floor two level excluding the cost of centering, shuttering and reinforcement with Cement concrete grade M-20 (NominalMix) with 20mm maximum size of stone aggregate. 24 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, postsandstrutsetc.above plinth level and up to floor two level excluding cost of centering, shuttering and reinforcement etc. Cement concrete grade M-20 (Nominal Mix) with 20mm maximum size of stone aggregate. 25 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 sand) 26 Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @3.28 ltr/10sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. 27 Providing and fixing chicken mesh as per ISI specificationand in the required width with 50mm long Bombay nails on vertical and horizontal junctions of RCC and brickwall including scaffolding and all lead and lift etc. complete before plastering upt 10 meter height. 28 Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to theunder layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specificationsand direction of the Engineer-in-charge20 mm wide and 15 mm deep groove 29 Marble stone flooring with 16mm to 18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge of Laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) jointed with grey cement slurry including rubbing and polishing completewith :Makrana white second quality. 30 Marble work gang saw cut (polished and machine cut)ofthickness 16mm for wall lining (veneer work) in cement mortar 1:3 (1 cement : 3 coarse sand) including pointing with white cement mortar 1:2 (1 white cement:2 marble dust) with an admixture of pigment to match the marble shade:(To be secured to the backing by means of cramps, which shall be paid for separately).Makrana MarbleArea of slab over 0.50 sqm 31 Earth work in excavation of foundation of structures with all lifts & lead upto 1000 meters 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 as per relevant clauses of section 300 & 2100 in. Soil By Manual Means upto 3 m depth. 32 Construction of granular sub-base by providing Coarse graded material (CBR>30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400. 33 Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material likemechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed). 34 Earth work in excavation for foundation, trenches for 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 lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.All kinds of soil. 35 Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering All work up to plinth level. Cement concrete gradeM-15 (Nominal Mix) with 20 mm maximum size of stone aggregate. 36 Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Thermo-MechanicallyTreated bars. (Fe 500 D or more) 37 Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, leadup to 50m and lift upto 1.5 m. 38 Providing and fixing Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. 39 Fencing with R.C.C. post placed at required distance, embedded in cement concreteblocks, every15thpost, last but oneendpostand corner posts hall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38kgper 100metres (minimun) between the twoposts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6mm bar nibs fixedwhilecasting thepost (cost of R.C.C. posts, struts, earthworkandconcrete tobepaid for separately) :Payment tobemadepermetrecost of total lengthof barbedwire used. With G.I. barbed wire 40 Excavation for roadwork in soil with hydraulic excavator includingcutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, andtransporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. 41 Extra rates for quantities of works, executed in difficult conditions: (The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions). In or under water and/or liquid mud, including pumping out water as required.(All water that may accumulate in excavations during the progress of the work from seepage, (not due to the negligence of the contractor), shall be bailed, pumped out or otherwise removed. The contractor shall take adequate measures for bailing and/or pumping out water from excavations and/or pumping out water from excavations and construct diversion channels, bunds, sumps, etc). 42 Construction of Embankment/Sub grade/ earth shoulders, as per clause 305 & its sub-clauses, Where required but with approved materials/soil like morrum CBR value not less then 7% i/c all lead & lifts i/c excavation, cost of watering, compaction by vibratory roller/ heavy pneumatic type roller and maintenance of surface during construction to ensure shedding & preventing ponding of water (clause 305.3.6) shaping & dressing (clause 305.3.7), finishing etc. complete but excluding scarifying existing granular/bituminous road surface vide clause 305.6. 43 Construction of Dry lean cement concrete Sub-base over a prepared subgrade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per MORTH Specifications 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 paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per relevant clauses of section601. 44 Construction of dowel jointed, plain cement concrete pavement in M-40 grade concrete over a prepared sub base with 43 or higher grade cement, coarse and fine agreegate conforming to IS:383 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 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, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2011 and as per relevant clauses of section-602 of of MORTH specifications complete but excluding cost of steel in dowel bar & tie rod etc. 45 Mild Steel dowel bars confirming to IS 432, grade I. 46 HYSD tie bars of Fe 500 grade confirming to IS 1786. 47 Supplying and installing double wall corrugated pipes (DWC) of HDPE (IS 14930 Part II -marked) for cable laid underground with necessary material and at required depth upto 90cm. below road/ground surface, including excavation, back filling with excavated material, ramming and making the surface good.200.00mm outside dia 48 Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200. RCC Grade M20. 49 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clauses of sections 1600. 50 Steel work welded in built up sections/ framed work including 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, gates and similar works. 51 Painting two coats on concrete surface after filling the surface with synthetic enamel paint in all shades as per relevant clauses of section-800 & I.R.C.-67 including cost of paint etc. complete. 52 Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade as per relevant clauses of section-800 & I.R.C.- 67 including cost of paint etc. complete. 53 90 cm equilateral triangle 54 60 cm equilateral triangle 55 60 cm circular 56 80 cm x 60 cm rectangular 57 60 cm x 45 cm rectangular 58 60 cm x 60 cm square 59 90 cm high octagon 60 Providing and fixing directional, informatory and place identification retroreflectorized sign as per IRC : 67-2012 made of high intensity MicroPrismatic Grade cube corner sheeting (Type XI) vide IRC : 67-2012 clause 6.7.4.3 & clause 801.3.4.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 mm on both side, the ACM shall conform to Table 6.1 of IRC :67-2012 & table 800-1 of MORT&H spcifications and High Intensity Micro Prismatic Grade cube corner sheeting shall conform to Table 6.9 of IRC : 67-2012 & table 800-6 of MORT&H specifications. In line with clause 6.8 of IRC : 67:2012 & clause 801.3.7 of MORT&H, for the directional, informatory, place identification and other sign boards, the messages (legends, letters, numerals etc). and borders shall be cut-out from durable transparent overlay film or cut-out from the same reflective sheeting only. Cutouts shall be from durable transparent overlay material as specified by the sheeting manufacturer and shall be bounded with the sheeting in the manner specified by the manufacturer and should be supported on MS Angle iron sign post of size 75mm x 75mm x 6mm fixed to ground by means of properly designed foundation of dimension 450x450x600mm with M-15 grade concrete. The ACM sheet shall be fixed to the post with four minimum four Nos. breakaway bolts & supported with a back support frame of 25mm x 25mm 3mm angle. 10 rears Warranty for Retro Reflective sheeting from the original sheeting manufacturer as per clause 6.9 of IRC : 67-:2012 & concrete. The ACM sheet shall be fixed to the post with minimum four Nos. breakaway bolts & supported with a back support frame of 25mm x 25mm x 3mm angle. 7 years Warranty for Retro Reflective Sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC : 67-2012 & a certificate of having the sheeting tested for co-efficient of retroreflection, specular gloss and fungus resistance, dy time colour and luminance, shrinakge, flexibility, linear removal, adhesion, Impact resistance, 3 year outdoor weathering and its having passed this test from an independent test lab as per clause 6.7 of IRC : 67-2012 for the product offered shall be submitted by the contractor from an independent test lab as per clause 6.7 of IRC : 67:2012 for the product offered shall be submitted by the contractor. 61 RoadMarkingwithHotAppliedThermoplasticCompoundwithReflectorising Glass Beads onBituminous Surface Providing and applying 2.5 mm including reflectorising glass beds @ 250 gms per sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and as per clause 803 of MORTH. 62 Providing and fixing single mould twin shanked molded Road Markers/Road Stud made of poly carbonate or ABS body and shall support a load of 13635 Kg tested in accordance to ASTM D 4280 and complying to specifications of Section-5 of IRC:35:2015 and clause 804 of MORTH. As per clause 804.2.2 of MoRTH and Section-5 of IRC:35-2015, the reflecting panels shall consist of Nos. of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. The slope or retro-reflecting surface should be 35 +/- 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy/ adhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so that they do not pose safety hazard on the road. The contractor shall submit a two year replacement warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel. 63 Providing and laying Cement Concrete grade M-10 Nominal mix 1:3:6 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes. 64 Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with - RCC Grade M20. 65 Providing & fixing of precast reinforced cement concrete manhole cover without frame including cost of transporting at site and all material etc. complete 560 x 560 mm extra heavy duty. 66 Providing and fixing 40mm thick red stone slab over drains including Pointing in cement mortar 1:3 (1 cement : 3 sand). 67 Construction of dowel jointed, plain cement concrete pavement in M-30 grade concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to IS:383 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 and finished 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 2011 and as per relevant clauses of section-602 of specifications complete excluding cost of steel in dowel ber & tie rod etc. 68 1000 mm dia. 69 1200 mm dia. 70 Providing concrete craddle bedding in M-15 grade concrete as per clause 2900 and as per section 1700 and 2900. 71 Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of stone dusts and, filling the joints with coarses and etc.all complete as per the direction of Engineer-in-charge. 72 200 mm / 238 mm 73 300 mm / 345 mm 74 3 X 2.5 sq mm. 75 Supply, fixing, testing & commissioning wall/floor mounted LT panel primer coated with powder coated paint & provided with required gasket for dust/vermin proof with degree of protection IP42 suitable for 415Volt 3 phase, 50 Hz, 4 wire system fabricated out of CRCA sheet upto 2 mm thick (1.6 mm for doors) duly compartmentalized for incomer, bus section, outgoings, cable alleys & CT, PT Ampere Metre, Volt Metre, selector switches, frequency Metre, phase indicating lamp, Energy Metre complete including cost of busbar supports, detachable cable gland plates, 2 earthing terminals, internal wiring & fixing of separately supplied MCBs, MCCBs, ACB, panel mounted changeover switch/SFUs, etc. as required but excluding cost of busbar strips, Ampere Metre, Volt Metre, selector switch as per approved design & specification. 76 Digital Ampere Metre with CTs with selector switch 77 Digital Volt Metre with selector switch & HRC fuse 78 Frequency Metre 79 Aluminium bus bar strips with PVC sleeves 80 LED lamp indicator 81 Current Rating -25 to100 Amps & 70% -100% adjustable 82 Current Rating -160 Amps & 70% -100% adjustable 83 CurrentRating-160Amps&Adjustable:70%-100%thermal&5-10 times magnetic setting. 84 CurrentRating-250Amps&Adjustable:70%-100%thermal&5-10 times magnetic setting. 85 MCB SP 6Amp to 32Amp 10kA rating 86 MCB DP 6Amp to 32Amp 10kA rating 87 6 Amp to 32 Amp Rating 88 MCB FP For 50 Amp to 63 Amp Rating 89 50.00mm outside dia. 90 110.00mm outside dia 91 10 sq. mm. 92 150 Sq.mm.(XLPE) 93 Laying of one Nos. PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 25Sq.mm direct in ground including excavation, sand cushioining, protective covering and refilling the pit etc. as required. 94 Laying of one Nos. PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 120Sqmm but notexceedin g400Sq.mm direct in ground including excavation and cushioning protective covering and refilling the pit etc. as required. 95 Providing and fixing earthing arrangement with 16mm dia 2.5 metre long galvanized iron or steel rod electrode including packing of charcoal powder and salt as per specification watering pipe 19mm dia G.I. connection, cover plate having locking arrangement on the top etc. complete with refilling the pit as required, including excavation of earth pit in soil/ soft rock. 96 Providing and fixing 25mm X 5mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required. 97 Supplying and laying 6 SWG G.I. wire at 0.5 Meter below ground level as conductor earth electrode including soldering etc. as required. 98 Add Extra for using salt and charcoal/coke for G.I. Plate orCopper plate earth electrode as required including excavation & refilling. 99 Gland size 22mm suitable for cable 2/3,3½, 2/4 x 10 sq. mm or 2x 16 sq. mm 100 GlandSize50mmsuitableforcable3½x150Sq.mmOR3 x 185 Sq.mm 101 2.5 to 6.00 sq. mm 102 10.00 sq. mm 103 6 -16 sq. mm 104 25 sq. mm 105 35 sq. mm 106 150 Sq.mm. 107 Upto 16 sq. mm conductor size 108 Providing and erecting 9mtrs.High hot dipped galvanized octagonal poles with bottom of 200mmA/F,top100mm,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.4nos.bolts type M20x750mm J type foundation bolts (EN8 grade). 109 Providing and fixing of sword canopy type single arm GI bracket upto2 Mtr. Long for 70mm A/F top octagonal pole. 110 Supplying of street light with high power LED of 1 to 3 W each assembled on single MCPCB, system lumens output with efficacy>110 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 4KV. Housing made of pressure die cast aluminium with heat resistant flat glass / Lens type, IP66 protection. Submission LM 80-08 Form LED Source Manufacturer & LM7908 / 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. 150W 111 Astro Time Switch-For lights On – Off based on Sunrise & Sunset timing Supply, installation, testing and commissioning of Astro - Time Switch based on Astro program i.e. calculation of sunrise and sunset times through date, time and Indian PIN Codes. It shall have an option of Astro ON period override by time switch and Offset function which allows programming of switching times Offset from the astronomic time. The 230 V AC operated Astro Time Witch shall have an operating range of 96...253V AC with 1 NO, 16 A, AgSn02 Contact material with Starting current of 120A and 1 CO cadmium Free contacts, it shall have LCD status indication with back light display along with internal easily replaceable battery on the front side for setup and programming. The electrical life at rated load AC1 shall be 1 Lakh cycles and shall work at an ambient temperature of -20 to +50 deg C. It shall have a dielectric strength between supply and open contacts of 4000V AC, between open contacts 1000V AC respectively and rated impulse voltage (between supply and contacts) of 6kV and rated impulse voltage (between open contacts) of 1.5kV. The mounting shall be on 35 mm DIN rail (EN 60715) and shall have necessary approvals like CE, IMQ and EAC. 112 Modular Contactor for the lighting Feeder PanelSupply, installation, testing and commissioning of 25A rating Four polecontactor, designed Specific contact material AgSnO2 for lamp loads andAc Load for high starting current. It shall work at an ambient temperature of 20 to +50 deg C and Auto-On Off selector version. It shall have 3 Kv short circuit protection. The mounting shall be on 35mm DIN rail (EN 60715). 113 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 manner. 114 Earthwork in excavation for pipe trench in lateriate soil areas including dressing, watering and ramming and disposal of excavated earthlead upto 50 meters and lift upto 1.5m, disposal earth to be levelled, neatly dressed.Ordinary Soil 115 Providing and laying in position machine batched and machine mixed and machine vibrated design mix cement concrete of M-25 grade mixed in a concrete mixer of not less than 0.2 cum capacity and approporiate weigh batcher using approved mix design, for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering,finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of ngineer-in-charge. Upto Plinth level. 116 Stone work in plain ashlar masonary in super structure upto floortwo level in cement mortar 1:4 (1 cement : 4 coarse sand)including pointing with cement mortar 1:2 (1 white cement : 2Marble dust) with an admixture of pigment matching the stoneshade : One face dressed.White sand stone 117 Providing and fixing 16mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels. 118 Supplying, stacking and spreading of good earth for plantation at site including royalty and carriage (earth measured in stacks will be reduced by 20% for payment. 119 Supplying, stacking and spreading compost/manure from approved source, (manure measured in stacks will be reduced by 8% for payment) 120 Shrubs Vol-3 SOR Item No 11.13.1Bahunia Tomentosa, Beloperone Species, Caselpinnia Pulcherima, Bird of Paradise, Callandra Emarginata, Callandra Hybrida, Cassia Bi flora, Cassia Laevigata, Cestrum Nocturnum, Dombeya Mastersii, Euphorbia Caracasana, Euphorbia Pulcherima, Excorea bi color, Excorea tri color, Ficuas Blackii, Ficus Reginold, Ficus Panda, Gardenia, Gulphinia, Jasminoides, Hamelia Pattens, Heliconia, Hibiscus Rosasinensis, Hibiscus Verigated, Hibiscus Viceroy, Jatropha Multifida, Largestomia Indica, Malpighia Coccigera, Murraya Exotica, Murraya Koeniggi, Murraya Sambucum, Mussaenda Erythrophylla, Nerium Oleander, Nyctanthus Arbortristis, Plumbego Capensis, Putranjeeva Roxburghii, Tabernaemontana Coronaria, Tabernaemontana Divaricata, Tecoma Gaudi Chaudi, Tecoma Stans, Thevetia Nerifolia, Thuja Compacta and equivalent plants. 121 Ground cover plants height: 30cm-45cm Vol-3 SOR Item No 11.13.3Alpinia Verigated, Alternanthera species, Aspyragus Myerri, Aspyragus Springenii, Aspidistra, Canna (regular, Dwarf), Chlorodendron Inermii, Chlorophytum (Green), Chlorophytum verigated, Coffea Chinensis, Dianella Verigated, Durranta (Goldiana, Green, Verigated), Euphorbia Milli hybrid, Ipomea (Golden leaves), Iresine herbstii, Juniper Prostata, Juniper Africana, Ophiopogon plant, Ophiopogon jaburan, Portulacaria Afra (jade Plant), Schefflera Green, Schefflera verigated, Setcreasea Purpurea, Syngonium (Butterfly) species, Syngonium miniature, Syngonium Dwarf, Syngonium variegated, Tradescantia, Wadelia Trilobata, Zebrina Tradescantia, Pendanas, Spider Lily Black, Spider Lily verigated, Aclypha (Red, Green,Mini), Lantana (Red, Yellow, Purple, White, verigated), Haemalia Mini and similar plants. 122 Winter seasonal height: 20-30 cm Vol-3 SOR Item No 11.13.4Any of one from Alyssum, Anemone, Antirrhinium Hybrid, Aster Hybrid, Begonia and its different varieties, Calendula, Carnation,Coleus, Daisy, Dianthus, Fressia, Gazania, Impatiens, Kalanchoe, Marigold Inca, Missam branthemum, Nemasia, Nasturitium, Ornamental Kale, Pansy Hybrid Sakata, Petunia Hybrids such as Bravo, Star and Picotee, Salvia, Stock, Stock, Verbena 123 Summer and rainy seasonal plants Vol-3 SOR Item No 11.13.5Any of one from Celosia, Caladium Hybrid, Cockscomb, Cosmos, Gaillardia, Gomphorena, Kochchea, Portulacca, Sunflower Hybrid, Sunflower Single, Tapiocca Variegated (Manihot Esculenta), Vinca, Zinnia Hybrids. 124 Providing and laying at or near ground level Pre-cast kerb stone of M-25grade in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening whereverrequiredcomplete as per directionof Engineer-in-charge. 125 Providing and erection of 16 meter high mast lighting system suitable to install upto 10 No. 150 w LED flood light and control gear with integral power tool, weight 450 kg. comprising of 2 sections of hot dipped galvanized materials as per BSEN ISO 1461 thickness 3 mm & 4 mm, dia 150mm & 360mm for top and bottom respectively, stress fitting arrangement on site with 500 mm overlap dynamic loading to withstand 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 1200 mm at top and at base inside compartment having double internal lock with adequate size of MCB erected on PVC board complete with base plate of25mm thick 520 mm dia. and foundation bolts having 6 nos. bolts of 24mm dia 750 mm long(EN.8 grade) anchor plate 445 PCD, including accessories viz. (1) Lantern carriage of 50 NB ERW class-B, MS pipe covered with PVC sleeve suitable tocarry 500kg. load and upto 8 fittings symmetrically. (2) Trailing copper cable 5x2.5 sq.mm, PVC insulated PVC Sheathed (3) Double drum 350Kg Winch having gear 53:1, oil bath (SAE90/140) arrangement (4) 2 nos. Stainless steel wire ropes 5 mm dia (7/19) breaking load capacity 1450 kg x 2, (5) Integral power tool 3-phase, 0.75HP 2m/min single speed .torque limiter upto 500 kg adjustable (6) Single LED 300 Nos. aviation light (7) Feeder pillar fabricated out of 14 SWG CRCA sheet and comprise of incoming MCB 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. (8) Foundation drawing, test certificate and guarantee certificate shall be provided by manufacturer. (without fixture and lamp) 126 Supplying of street light with high power LED of 1 to 3 W each assembled on single MCPCB, system lumens output with efficacy>110 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 4KV. Housing made of pressure die cast aluminium with heat resistant flat glass / Lens type, IP66 protection. Submission LM 80-08 Form LED Source Manufacturer & LM7908 / 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. 150W 127 Supplying of integral post top lantern LED fitting comprises of copperdust finish cast aluminium spigot and spun aluminium canopy fixed with opal polycarbonate, pipe arrangement for vertical mounting, open construction driver and accessories are wired up to terminal block. LED of 1 to 3W each assembled on single MCPCB, having color temp6500K & having 50000 burning hrs life with minimum @ L70, system lumen output should be minimum with efficacy>80lm/W. LED driver PF 0.95 & surge protection 2KV. The colour rendering index of LED light should be more than70. Submission LM 80-08 Form LED Source Manufacturer & LM79-08 / IS16106 from NABL approved lab. Manufacturer manadatory. i/c connection wire, testing etc. to complete thejob. 2 Yrs Guarantee certificate from manufacturer.40W 128 Decorative designer poles Providing and erection of black painted galvanized decorative designer poles in different section, top 60mm dia., bottom 140mm dia. with gold colour painted ornamental cast aluminium ring having lockable weather proof flush door junction box in bottom section, base plate dia. 290mm having 4 holes of 22mm dia. complete erected in an approved manner on existing foundation. Suitable size & type of foundation bolts 4 nos. X 16mm X 450mm J type (EN8 grade) 5m height 129 Planting of Trees and their Maintenance for one Year (Planting oftrees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deepdug in the ground, mixing the soil with decayed farm yard/sludgemannure, planting the saplings, backfilling the trench, watering,fixing the tree guard and maintaining the plants for one year) 130 A. Trees having trunk girth upto 1.0 metre 131 B. Trees having trunk girth more than 1.0 metre upto 1.5 meter 132 C. Trees having trunk girth more than 1.5 mt upto 2.0 metre 133 D. Trees having trunk girth more than 2.0 metre 134 160 mm dia. 135 200 mm dia. 136 315 mm dia. 137 160 mm dia. 138 200 mm dia. Vol-1 SOR Item No 7.2.14 139 200 mm dia. 140 200mm dia. Vol-1 SOR Item No 7.4.14 141 300mm dia. 142 Providing and laying in position plain cement concrete (PCC) of specified grade excluding the cost of centering and shutteringi) Cement concrete grade M-20 (nominal mix) with 20 mm maximum size of stone aggregate 143 200mm dia. Vol-1 SOR Item No 3.11.5 144 300mm dia. Vol-1 SOR Item No 3.11.7 145 200mm dia. 146 300mm dia. 147 200mm dia. 148 300mm dia. 149 Earth work in excavation for foundation, trenches for 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 lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All Kinds of Ordinary soil 150 Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering. Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate 151 Providing and laying in position M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. 152 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Mild steel and Medium Tensile steel bars. 153 160mm dia. 154 200mm dia. 155 160mm dia. 156 200mm dia. 157 315mm dia. 158 160mm dia. 159 200mm dia. 160 300mm dia. 161 160mm dia. 162 200mm dia. 163 MS Plate Cover 20mm thick plate. Non SOR 164 Manufacturing of specials and pipes made out of steel plant of HR Coils 5 mm to 8 mm 10 mm thick plate in shape and size condition i/e 300 mm to 450 mm dia pipe line by bend. Tee, Reducer, Flanges, telpiece etc. Cutting, welding, belding. Drilling of holes leak proof welding with other electricals & mechanical material i/c suberged are welding i/c cost of transportation loading & unloading complete pipe and specials barrel pipes, gap piece, spigot & socket and plain and socket clamp ete as per site M.S. Tee 10 mm thick.40 KG X 12 Nos Tee.Non SOR 165 Labour only for Tee connection of M.S./ CI/ DI/ACP pipe line to existing 450x450x250 and 300x300x250mm dia pumping main C.I. line cutting of A.C.P/C.I. pipe by electric cutter 2 no cut as per site measurement fitting of new M.S. tee in between line by fixing on one end by machenical Djoint and tail piece in proper alingment as per site condition complete with all testing with full pressure at as per site. Non SOR 166 Shifting house service connection I/C excavtaion trench cutting of bitu/CC/WBM road etc. cutting hole & pipeline 1/C providing jointing fixing P.P saddle clamp IC G.M farule &G.I/MDPE fitting upto house miter (of providing meters 10 mt) length the from pipeline including back filling after testing complete job work. Non SOR 167 Concreting of for poles @ 0.3 cmt. for pole (Including muffing) 168 For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3 m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg 0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Poleinclude muff wid Pit digging,0.3per stay(20/25)etc 169 Single Phase Service connection box (Deep Drwan Metal/SMC Service Connection Boxes )with one incomingup to 25 mm2 and 8 no outgoing up to 10mm2 with insulated multiple outgoing 170 Single Phase Service connection box (Deep Drwan Metal/SMC Service Connection Boxes )with one incoming up to 25 mm2 and 8 no outgoing up to 10mm2 withinsulated multiple outgoing connector- 171 Three Phase Service connection box(Deep Drwan Metal/SMC Service Connection Boxes ) with one incomingup to 35 mm2 and 4 no outgoing up to 16mm2 with insulated multiple outgoing 172 Errection of Three Phase Service connection box(Deep Drwan Metal/SMC Service Connection Boxes ) with one incoming up to 35 mm2 and 4 no outgoing up to 16mm2with insulated multiple outgoing connector 173 1100 Volts Grade Aerial bunched XLPECable 3 X 95 + 1 X 16 + 1 X 50 sq.mm. (insulated nuetral massenger) 174 1100 Volts Grade Aerial bunched XLPECable 3 X 95 + 1 X 16 + 1 X 50 sq.mm. (insulated nuetral massenger) 175 Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set etc 176 Stay wire 7/3.15 mm. kg per stay for PCC Pole 140 kg 8 m @ 5.5, 200 Kg. 9 m @ 6.5, RSJ 9.3 m.@ 6.5 177 Earthing Coil ( coil of 115 turns of 50 mm.dia. and 2.5 Mtrs. lead of 4.0 mm. G.I wire) 178 EARTHING COIL OF 115 TURNS OF 50 MM.DIA AND 2.5 MTR LEAD OF 4.0 MM G.I WIRE 179 M.S.Nuts and Bolts 180 M S BOLT WITH NUT 181 A.B Cable hanging clamps/ tension clamps (Galvanized) 182 A.B Cable hanging clamps/ tension clamps (Galvanized) 183 Suspension Clamp with attachment 184 Suspension Clamp with attachment 185 Clamp for Neutral 186 Clamp for Neutral 187 PIERCING CONNECTOR TYPE-I, 1P/3P (MAIN 16- 50SQMM TAP-OFF 16-50SQMM 188 PIERCING CONNECTOR TYPE-I, 1P/3P (MAIN 16- 50SQMM TAP-OFF 16-50SQMM 189 PIERCING CONNECTOR TYPE-II (MAIN 16-50 SQMM TAP-OFF 16-50 SQMM) 190 PIERCING CONNECTOR TYPE-II (MAIN 16-50 SQMM TAP-OFF 16-50 SQMM) 191 R S JOIST 9.3 METER 175X85MM19.6 KG/ METER 192 R S JOIST 9.3 METER 175X85MM 19.6 KG/ METER 193 STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED) 194 STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED) 195 Clampfor RSJ Size-710 mm ,Wt- 2.84 Kg using 65X8Ms Flat 196 SUPPLY OF Stay Clamp A type 65x8mm MS Flat R.S. Joist (set) 197 Stone Block/Pre cast block for base pedding 450x450x75mm 198 Stone Block/Pre cast block for base pedding 450x450x75mm 199 Red oxide paint 200 Red oxide paint 201 Aluminium paint 202 Aluminium paint 203 Concreting of for poles @ 0.3 cmt. for pole (Including muffing) 204 For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3 m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg 0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Poleinclude muff wid Pit digging,0.3per stay(20/25)etc 205 Covered conductor70 Sq. mm. XLPE insulation for 11 KV 206 Errection of Covered conductor 70 sq. mm. XLPE insulation for 11KV 207 Stay wire 7/4.0 mm. (8.5kg. Stay wire per stay set) 208 Stay wire 7/4mm. kg per stay for H-Beam / PCC Pole 280 Kg, 9 m @ 7.5, 11 m @ 8.50, 13 m @ 10, 15 m @ 12 209 Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14 SWG) 210 Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14 SWG) 211 Earthing Coil ( coil of 115 turns of 50 mm.dia. and 2.5 Mtrs. lead of 4.0 mm. G.I wire) 212 EARTHING COIL OF 115 TURNS OF 50 MM.DIA AND 2.5 MTR LEAD OF 4.0 MM G.I WIRE 213 M.S.Nuts and Bolts 214 M S BOLT WITH NUT 215 OUTDOOR HEAT SHRINKABLE CABLE ENDJOINTING KIT WITH LUGS FOR 11 KV GRADE XLPE CABLE FOR3 CORE 70 SQ MM 216 H-Beams 152 X 152 mm., 37.1 Kg./Mtr.-13 mtr. Long =482.3 kg 217 H-Beams 152 X 152 mm., 37.1 Kg./Mtr.-13 mtr. Long =482.3 kg 218 STAY SET WITHOUT STAY WIRE 20 MM. (PAINTED) 219 STAY SET WITHOUT STAY WIRE 20 MM. (PAINTED) 220 Clamp suitablefor 152 X 152 mm., 37.1 Kg./mtr H-Beam ( each weight 3.2 kg) 221 Clamp suitablefor 152 X 152 mm., 37.1 Kg./mtr H-Beam ( each weight 3.2 kg) (set) 222 Danger Boards Enamalled Type 11KV 223 Danger Boards Enamalled Type 11KV 224 Stone Block/Pre cast block for base pedding 450x450x75mm 225 Stone Block/Pre cast block for base pedding 450x450x75mm 226 Red oxide paint 227 Red oxide paint 228 Aluminium paint 229 Aluminium paint 230 Concreting of for poles @ 0.3 cmt. for pole (Including muffing) 231 For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3 m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg 0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Poleinclude muff wid Pit digging,0.3per stay(20/25)etc 232 BIS certified Energy Efficiency Level-III (Old)/Level-II (New) Convential 11/0.433KV, 200 KVA DistributionTransformer 233 LT Bi-metallic Clamp for DTR 12 mm 234 HV Bimatalic connector 12 mm 235 BIMETALIC CLAMP DISTRIBUTION TRANSFORMERS BUSHING 236 BIMETALIC CLAMP DISTRIBUTION TRANSFORMERS BUSHING 237 11 KV A.B. switch 238 Supply of 11 KV AB Switch Polymer type 400 Amp with Complete fitting 239 9 KVGapless type( 5KA) Polymer for DTR 240 11 KV, LA POLYMER TYPE GAPLESS /METAL OXIDE 9 KV , 5 KA LINE TYPE 241 11 KV D.O. fuse unit 242 11 KV D.O. Fuse Unit Polymer type 243 L.T. Distribution box suitable for 200 KVA transformer (without TPN switches) with MCCB on incoming and PFunits on outgoing side 244 L.T. Distribution box suitable for 200 KVA transformer (without TPN switches) with MCCB on incoming and PFunits on outgoing side made of SMC 245 Complete jumpering of DTR 246 Complete jumpering of DTR 247 Three phase 20-80 Amps.with L.S. & TOD Facility with box 248 Three phase 20-80 Amps.with L.S. & TOD Facility with box 249 AAACRabbit conductor0.05 sq. inch (55 sq.mm. Al.Eq.) 250 AAAC Rabbit conductor 0.05 sq. inch (55 sq.mm. Al.Eq.) 251 XLPE LT1 - CORE ALUMINIUM UNARMOURED 300 SQMMCABLE 252 XLPE LT 1 - CORE ALUMINIUM UNARMOURED 300 SQMM CABLE 253 150 Sq.mm.,single core XLPE insulated un-armoured aluminium conductor cable 254 150 Sq.mm.,single core XLPE insulated un-armoured aluminium conductor cable 255 Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14 SWG) 256 Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14 SWG) 257 Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set etc 258 Stay wire 7/3.15 mm. kg per stay for PCC Pole 140 kg 8 m @ 5.5, 200 Kg. 9 m @ 6.5, RSJ 9.3 m.@ 6.5 259 M.S.Nuts and Bolts 260 M S BOLT WITH NUT 261 11KV Strain hard ware fitting 262 11 KV STRAIN (T&C TYPE) HARDWARE FITTINGS 263 H- BEAM 11 METER 152 X 152 MM 37.1 KG/METER 264 H- BEAM 11 METER 152 X 152 MM 37.1 KG/METER 265 Back Clampfor H-Beam Size- ,Wt-1.92 Kg using 65X8 Ms Flat 266 Back Clamp suitable for H-Beam (MS Flat 65x8 mm)- each weight 267 DC.CROSS ARMS 8`CENTRE TO CENTRE 100X50X6MM CHANNEL (each weight-26.32 Kg) (ONE SET FOR FEEDER AND ONE SET FOR ISOLATOR/ME) 268 DC.CROSS ARMS 8` (2.4 METER ) CENTRE TO CENTRE 100X50X6 MM CHANNEL (set) 269 Transformer mounting DC cross-arm 100 X 50 x 6 mm, channel 270 TRANSFORMER MOUNTING CHANNEL 100X50X6MM(set) 271 Transformer belting with 50 X 50 X 6 mm.angle with two cross fixing channels 272 Supply of Trans.Mounting with Belting with 50 X 50 X 6 mm.angle with two cross fixing channels (set) 273 D.O.MOUNTING CHANNEL 75X40X6MM 274 D.O.MOUNTING CHANNEL 75X40X6MM 275 STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED) 276 STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED) 277 Clamp suitablefor 152 X 152 mm., 37.1 Kg./mtr H-Beam ( each weight 3.2 kg) 278 Clamp suitablefor 152 X 152 mm., 37.1 Kg./mtr H-Beam ( each weight 3.2 kg) (set) 279 Danger Boards Enamalled Type 11KV 280 Danger Boards Enamalled Type 11KV 281 11 KV (45KN) 16mm FRP with 25mm per KV creepage Disc Insulator Polymer 282 Stone Block/Pre cast block for base pedding 450x450x75mm 283 Stone Block/Pre cast block for base pedding 450x450x75mm 284 Red oxide paint 285 Red oxide paint 286 Aluminium paint 287 Aluminium paint 288 Earthing of DTR as per Schedule G-1.1- A (For black cotton soil) (Using -3 no pipe 289 Earthing of DTR as per schedule G-1 (for black cotton soil)Earthing of DTR as per Schedule G-1.1- A (For black 290 Concreting of for poles @ 0.3 cmt. for pole (Including muffing) 291 For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3 m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg 0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Poleinclude muff wid Pit digging,0.3per stay(20/25)etc 292 BIS certified Energy Efficiency Level-III (Old)/Level-II (New) Convential 11/0.433KV, 100 KVA DistributionTransformer 293 LT Bi-metallic Clamp for DTR 12 mm 294 HV Bimatalic connector 12 mm 295 BIMETALIC CLAMP DISTRIBUTION TRANSFORMERS BUSHING 296 BIMETALIC CLAMP DISTRIBUTION TRANSFORMERS BUSHING 297 11 KV A.B. switch 298 Supply of 11 KV AB Switch Polymer type 400 Amp with Complete fitting 299 9 KVGapless type( 5KA) Polymer for DTR 300 11 KV, LA POLYMER TYPE GAPLESS /METAL OXIDE 9 KV , 5 KA LINE TYPE 301 11 KV D.O. fuse unit 302 11 KV D.O. Fuse Unit Polymer type 303 L.T. Distribution box suitable for 100 KVA transformer (without TPN switches) with MCCB on incoming and PFunits on outgoing side made of SMC 304 L.T. Distribution box suitable for 100 KVA transformer (without TPN switches) with MCCB on incoming and PF 305 Complete jumpering of DTR 306 Complete jumpering of DTR 307 Three phase 20-80 Amps.with L.S. & TOD Facility with box 308 Three phase 20-80 Amps.with L.S. & TOD Facility with box 309 AAACRabbit conductor0.05 sq. inch (55 sq.mm. Al.Eq.) 310 AAAC Rabbit conductor 0.05 sq. inch (55 sq.mm. Al.Eq.) 311 150 Sq.mm.,single core XLPE insulated un-armoured aluminium conductor cable 312 150 Sq.mm.,single core XLPE insulated un-armoured aluminium conductor cable 313 70 Sq.mm.,single core XLPE insulatedun-armoured aluminium conductor cable 314 70 Sq.mm.,single core XLPE insulatedun-armoured aluminium conductor cable 315 Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14 SWG) 316 Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14 SWG) 317 Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set etc 318 Stay wire 7/3.15 mm. kg per stay for PCC Pole 140 kg 8 m @ 5.5, 200 Kg. 9 m @ 6.5, RSJ 9.3 m.@ 6.5 319 M.S.Nuts and Bolts 320 M S BOLT WITH NUT 321 11KV Strain hard ware fitting 322 11 KV STRAIN (T&C TYPE) HARDWARE FITTINGS 323 H- BEAM 11 METER 152 X 152 MM 37.1 KG/METER 324 H- BEAM 11 METER 152 X 152 MM 37.1 KG/METER 325 Back Clampfor H-Beam Size- ,Wt-1.92 Kg using 65X8 Ms Flat 326 Back Clamp suitable for H-Beam (MS Flat 65x8 mm)- each weight 327 DC.CROSS ARMS 8`CENTRE TO CENTRE 100X50X6 MM CHANNEL (each weight-26.32 Kg) (ONE SET FORFEEDER AND ONE SET FOR ISOLATOR/ME) 328 DC.CROSS ARMS 8` (2.4 METER ) CENTRE TO CENTRE 100X50X6 MM CHANNEL (set) 329 Transformer mounting DC cross-arm 100 X 50 x 6 mm, channel 330 TRANSFORMER MOUNTING CHANNEL 100X50X6MM(set) 331 Transformer belting with 50 X 50 X 6 mm.angle with two cross fixing channels 332 Supply of Trans.Mounting with Belting with 50 X 50 X 6 mm.angle with two cross fixing channels (set) 333 D.O.MOUNTING CHANNEL 75X40X6MM 334 D.O.MOUNTING CHANNEL 75X40X6MM 335 STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED) 336 STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED) 337 Clamp suitablefor 152 X 152 mm., 37.1 Kg./mtr H-Beam ( each weight 3.2 kg) 338 Clamp suitablefor 152 X 152 mm., 37.1 Kg./mtr H-Beam ( each weight 3.2 kg) (set) 339 Danger Boards Enamalled Type 11KV 340 Danger Boards Enamalled Type 11KV 341 11 KV (45KN) 16mm FRP with 25mm per KV creepage Disc Insulator Polymer 342 11 KV (45KN) 16mm FRP with 25mm per KV creepage Disc Insulator Polymer 343 Stone Block/Pre cast block for base pedding 450x450x75mm 344 Stone Block/Pre cast block for base pedding 450x450x75mm 345 Red oxide paint 346 Red oxide paint 347 Aluminium paint 348 Aluminium paint 349 Earthing of DTR as per Schedule G-1.1- A (For black cotton soil) (Using -3 no pipe 350 Earthing of DTR as per schedule G-1 (for black cottonsoil)Earthing of DTR as per Schedule G-1.1- A (For black cotton soil) (Using -3 no pipe)
