|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 2 | Dismantling Brick / Tile work in cement mortar including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of,unserviceable material and stacking the serviceable material with all lifts and lead of 1000 mtr. as per Clause No.202 of MoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 3 | Dismantling of Prestressed / Reinforced cement concrete grade M-20 & above including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 mtr. as per Clause No.202 of MoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 4 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required etc complete in all respect as per clause 301 & 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge. |
| 5 | Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 6 | Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 7 | Providing and laying Granular Sub-base with Grading-VI stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 8 | Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 9 | Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 10 | Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 11 | Providing and laying dense graded bituminous macadam with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoSRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 12 | Providing and laying bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 509 of MoSRT&H Specifications for Road & Bridge works (5th. Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 13 | Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 14 | Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all leads and lifts transporting to site,spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 and Clause 408 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 15 | Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc over 50mm thick sand. complete in all respect conforming to IRC SP - 63:2018. |
| 16 | Plain Cement Concrete in open foundation of M-20 grade as per drawing & technical specification including cost of all materials labour T&P etc complete.in all respect conforming to IS 5758:1984 & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. . |
| 17 | Construction of footpath over drain and utility laid with chequred tiles of 300 x 300mmx25mm in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel. |
| 18 | Supplying and fixing of Pre cast kerb stone of size 300mm x 300mm x 150mm of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction fixed in required pattern etc. complete in all respect conforming to IS 5758:1984. |
| 19 | Supplying fitting and fixing MS grills on median made with angle and flats including cost of material and labour etc. complete as per drawing and Technical specification for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 20 | Providing & applying two coats of Synthetic enamel paint over a coat of primer on steel surface after through cleaning of surface to give an even shade for the finished item of work as per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 21 | Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance +8 percent in cement mortar (1:6) in foundation and plinth per cum of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 22 | Construction of embankment with fly ash conforming to Table 1 of IRC: SP:58 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layers of 200mm thichness each at OMC, all as specified in IRC: SP: 58 and as per approved plans. complete as per spcification and direction of Engineer-in-Charge. |
| 23 | Construction of median and island above road level with approved materials brought from borrow pits, spread, sloped and compacted at as per Clause 408 of MoRT&H Specifications for Road & Bridge works(5th. Revision) complet including cost, conveyance, Royalities, Taxes of all materials,all labours,hire and running charges of all machineries,T&P ,sundries etc. complete as per spcification and direction of Engineer-in-Charge. |
| 24 | Fabrication and manufacturing of solid precast concrete element including cost of reinforcement with transportation from factory to worksite including lifting & laying by crane of 35.00 ton fixing in position with jointing material etc. complete as per spcification and direction of Engineer-in-Charge. |
| 25 | Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 26 | Providing and laying Plain cement concrete of grade M-15 in levelling course foundation of CD works etc without formwork using 40mm to 10mm size crushed stone aggregates etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700, 2100, 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. (Chute Drain) |
| 27 | Providing and laying Plain cement concrete of grade M-15 in foundation of CD works etc without formwork using 40mm to 10mm size crushed stone aggregates etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700, 2100, 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 28 | Providing and laying Plain cement concrete of grade M-15 in sub-structure of CD works etc with formwork using 40mm to 10mm size crushed stone aggregates etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700, 2100, 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 29 | Providing and laying R.C.C M-30 grade in CD works & other structures as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 30 | In foundation |
| 31 | In Sub-structure |
| 32 | In Super-structure |
| 33 | Providing and laying R.C.C M-30 grade in wearing coat including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500,1600, 1700 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 34 | Providing and laying R.C.C M-20 grade in Drain works as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 35 | In drain base |
| 36 | In drain wall |
| 37 | In drain slab |
| 38 | In Footing |
| 39 | In Beam |
| 40 | In Column |
| 41 | Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS:1786-(Fe-500) for steel reinforcement works for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900,1000 & 1600 of MoRT&H specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 42 | Providing weep holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 43 | Providing and laying of metal spall backing using 45mm size crushed hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 and Section 900 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 44 | Providing and laying of filter media using 45mm size crushed hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 and Section 900 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 45 | Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 46 | Rough stone dry masonry with sand grouted with hard granite stone as per approved drawing with all cost, conveyance,royaty,taxes of all materials, all labour, T&P sundries complete as per specification and direction of Engineer-in-Charge. |
| 47 | Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 48 | Construction of reinforced cement concrete crash barrier of M-40 grade with HYSD reinforcement confirming to IRC-21 and dowel bars 25mm dia, 450mm long at expnasion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure of MOST Circular No. RW-NH-33022-1-94-DO-III dtd.24 June 1994 as per dimension in the approved drawing and location as per Clause 811 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 49 | Providing steel gratings in the side of drain @3.0m C/C for finished item of work as per approved drawing and technical specifications complete in all respect of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 50 | Providing and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900 & Clause 2705 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 51 | Providing & applying two coats of Synthetic enamel paint over a coat of primer on steel surface after through cleaning of surface to give an even shade including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 52 | providing and fixing steel bolllards as per approved drawing including excavation,foundation etc complete under supervision of Engineer-in-charge. |
| 53 | Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete. |
| 54 | Providing and fixing precast RCC 1:2:4 Kilometre stone as per IRC design including finished smooth of MoRT&H specification for road & bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 55 | 110cm long ordinary Km. Stone |
| 56 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803.4 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 57 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting fixed over alumunium sheeting 2mm thick or alumunium composite material sheet with overall thickness of 4mm vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) with area exceeding 0.9 Sqm fixed over back support frame of minimum 40x40x5 mm angle mounted on two nos of mild steel circular pipe 65NB, 3.2 mm thickness & 4.50mtr total height firmly fixed on ground by means of properly designed foundation with M-25 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge |
| 58 | 90 cm equilateral triangle |
| 59 | 80 cm x 60 cm rectangular |
| 60 | 60 cm circular |
| 61 | 90 cm octagon |
| 62 | 90 cm x 45 rectangular |
| 63 | 60 cm x 45 rectangular |
| 64 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting fixed over alumunium sheeting 2mm thick or alumunium composite material sheet with overall thickness of 4mm vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) with area exceeding 0.9 Sqm fixed over back support frame of minimum 40x40x5 mm angle mounted on two nos of mild steel circular pipe 65NB, 3.2 mm thickness & 4.50mtr total height firmly fixed on ground by means of properly designed foundation with M-25 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge |
| 65 | Direction and Place Identification Signs with size more than 0.9 sqm size Board. |
| 66 | Supply of 9 mtr octagonal pole with foundation accessories for street lighting application. Top 90mm bottom 240mm with 4 Nos M24 Foundation bolt.The poles must sustain a wind speed of 250 Km/Hr Supply and erection of decorative double side/single side sword bracket of length 2.5 Mtr, with heavy grade 40mm dia mounting bracket and decorative fins & knobs. |
| 67 | Digging hard soil with breaker and construction of shadow foundation with m20 grade concrete fdor the street light with all materials and labour as required, erection, installation & commissioning of the 09 mtr pole including bracket. |
| 68 | Supply and installation of 120W having system lumen 150 Im/W LED Street light with all accessories complete. |
| 69 | Installation and testing commissioning of the poles with wiring of the terminals of street light with all accessories like MCB & all other controlling accessories. |
| 70 | Supply and laying of flexible cupper cable and wiring assessories 1.5 Sq.mm core 3 from junction box to the terminals of the street light. |
| 71 | Supply and laying of 4 core 16 Sqmm aluminum armoured cable and terminal connection with internal JB of the street light. |
| 72 | Cable trenching in all type of soil excepting rockey soil including excavation of earth,brick laying and filling of sand and loose earth to the original ground level with surface dressing after laying 1 no 1.1 KVPVC insulated PVC sheathed armoured cable removal of surplus earth to a lead up to 5km. |
| 73 | Supply and Laying of 40mm HDPE pipe for laying of Cable. |
| 74 | SITC of Chemical Earthing with suitable material. |
| 75 | Supply and installation of outdoor stand mounted feeder pillar with 63A TPN MCCB incomer, single dial time switch, 32A TP contactor/ suitable as per requirement for the automatic switching of luminaries, power tool control, incoming 35 Sqmm and out going 16 & 2.5 Sqmm terminals. |
| 76 | WPB 160X152(11Mtr.long,30.44 Kg/Mtr) |
| 77 | Top channel 100x50x6mm(1200 mm long ) ( 9.56 Kg/ Mtr.each channel) (GI) length 3 mtr, 2nos channel (GI) required = (2x9.56 x3) |
| 78 | Fish plate 50x6mm 2.36 kg/mtr,each 0.280 mtr length, 6 nos required=(6x2.36x0.280) |
| 79 | Double pole belting channel (GI) 75 x 40x 4.8mm, 7.14 Kg/Mtr each channel (GI) Length 3.0 mtr, 4 nos channel (GI) required = (7.14 x 3 x 4) |
| 80 | 50x50x6mm GI Barcing angle (GI), 4.5 Kg/mtr, each angel (GI) length 3.512 mtr, 4nos angle (GI) required = ( 4.5 x 3.512x 4) |
| 81 | Danger plate |
| 82 | Back clamp for DANGER PLATE 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 2 nos= 2x0.59x 0.510) |
| 83 | HT Stay Clamp |
| 84 | H.T.Stay set (Complete) |
| 85 | H.T.Stay insulator type-C |
| 86 | 7/10 SWG Stay wire 15kg/stay |
| 87 | GI Pipe earthing 40mm, 3 MTR LONG |
| 88 | 50x6mm GI Flat for earthing, 2.36 kg/mtr |
| 89 | GI barbed wire anticlimbing device (3 kg /Pole) |
| 90 | Back clamp for anticlimbing Device 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 8 nos= 8x0.59x 0.510) |
| 91 | 11KV pin insulator polymer |
| 92 | H W fitting (B&S)70KN 3 (bolted) |
| 93 | Disc insulator (B&S) 70 KN Polymer |
| 94 | Non Metalic tiles-11KV 100Sqmm CVRD AAAC |
| 95 | IPC for 100sqmm AAA conductor (For covered conductor)-11KV |
| 96 | Spike(GI) (using 50x6mm Flat (GI) welded with 8 mm square bar) (2 nos of spike per set in each pole) |
| 97 | GI Nut & bolts & washer of different sizes |
| 98 | Black colour paint for numbering |
| 99 | Yellow colour paint (GIS Numbering & Zebra stripping) for Background |
| 100 | Fixing of complete 11KV Line complete stay set includes 1) Turn buckle assembly 2) Stay Rod & stay plate 3) Stay insulator 4) Stay wire 5) Stay clamps with Nuts & bolts BA will do the excavation including excavation, supply of 0.5cum CC 1:2:4 |
| 101 | Concreting ratio 1:1.5:3 (500mm x 500mm x 1800mm) 0.450 Cu mtr (Per Pole) |
| 102 | Couping ration 1:1.5:3 with dimension (500x500x450) = 0.1125 Cu mtr |
| 103 | Provide necessary civil material for construction of Earthing Chamber, excavation & installation of including earthing pipe dia up to 100mm dia for length of 3 mtr . |
| 104 | WPB 160X152(11Mtr.long,30.44 Kg/Mtr) |
| 105 | Straight Cross Arm 100x50x6mm 9.56 Kg/ Mtr.each channel (GI) length 1.2 mtr, 4nos channel (GI) required = (4x9.56 x1.2) |
| 106 | Fish plate 50x6mm 2.36 kg/mtr,each 0.280 mtr length, 8 nos required=(8x2.36x0.280) |
| 107 | Straight Cross Arm 100x50x6mm 9.56 Kg/ Mtr.each channel (GI) length 1.2 mtr, 2nos channel (GI) required = (2x9.56 x1.2) |
| 108 | Danger plate 1 nos |
| 109 | Back clamp for DANGER PLATE 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 1 nos= 1x0.59x 0.510) |
| 110 | GI barbed wire anticlimbing device (3 kg /Pole) |
| 111 | Back clamp for anticlimbing Device 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 4 nos= 4x0.59x 0.510) |
| 112 | 11KV pin insulator polymer |
| 113 | H W fitting (B&S)70KN 3 (bolted) |
| 114 | Disc insulator (B&S) 70 KN Polymer |
| 115 | Earthing of support (Coil Type) |
| 116 | No-8 GI Wire |
| 117 | Non Metalic tiles-11KV 100Sqmm CVRD AAAC |
| 118 | IPC for 100sqmm AAA conductor (For covered conductor)-11KV |
| 119 | Spike(GI) (using 50x6mm Flat (GI) welded with 8 mm square bar) (2 nos of spike per set in each pole) |
| 120 | GI Nut & bolts & washer of different sizes |
| 121 | Black colour paint for numbering |
| 122 | Yellow colour paint for Background |
| 123 | Concreting ratio 1:1.5:3(500mmx500mmx1800mm)0.45Cu mtr (Per Pole) |
| 124 | Couping ration 1:1.5:3 with dimension (500x500x450)=0.1125 Cu mtr (Per Pole) |
| 125 | WPB 160X152(11Mtr.long,30.44 Kg/Mtr) |
| 126 | 11KV V Cross Arm (GI) |
| 127 | Top bracket 100x50x6mm GI Channel (GI) |
| 128 | Danger plate |
| 129 | Back clamp for DANGER PLATE 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 1 nos= 1x0.59x 0.510) |
| 130 | GI barbed wire anticlimbing device (3 kg /Pole) |
| 131 | Back clamp for anticlimbing Device 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 4 nos= 4x0.59x 0.510) |
| 132 | 11KV pin insulator polymer |
| 133 | Earthing of support (Coil Type) |
| 134 | No-8 GI Wire |
| 135 | GI Nut & bolts & washer of different sizes |
| 136 | 100sqmm AAA Conductor XLPE covered conductor-11KV |
| 137 | Black colour paint for numbering |
| 138 | Yellow colour paint for Background |
| 139 | Non Metalic tiles-11KV 100Sqmm CVRD AAAC |
| 140 | Spike(GI) (using 50x6mm Flat (GI) welded with 8 mm square bar) (2 nos of spike per set in each pole) |
| 141 | Concreting ratio 1:1.5:3(500mmx500mmx1800mm)0.450Cu mtr (Per Pole) |
| 142 | Couping ration 1:1.5:3 with dimension (500x500x450)=0.1125 Cu mtr (Per Pole) |
| 143 | Guarding Channel (GI) 75X40X4.8mm, 7.14 Kg/Mtr, each Channel (GI) Length 3.5 mtr, 4 nos channel (GI) Required = (4x7.14x 3.5) for double pole) |
| 144 | No-6 GI Wire (0.192Kg/mtr) for main string |
| 145 | No-8 GI Wire (0.131Kg/mtr) for lacing |
| 146 | Eye Bolt (236mm, 16mm dia, 1.577 Kg/Mtr) |
| 147 | GI Pipe earthing 40mm, 3 MTR LONG |
| 148 | 50 x 6mm Flat (GI) for earthing, 2.36Kg/Mtr, (10.7 mtr for raising)= 10.7x2.36 |
| 149 | Construction of earthing chamber including installation of earthing pipe. |
| 150 | 9Mtr long 300Kg PSC Pole |
| 151 | WPB 160X152(11Mtr.long,30.44 Kg/Mtr) |
| 152 | LT Stay complete |
| 153 | 7/12 SWG GI Stay wire, Grade 2 |
| 154 | LT Stay clamp |
| 155 | LT Stay Insulator |
| 156 | Pole Clamp for EYE hook for XLPE Aerial bunched cable |
| 157 | EYE Hook for XLPE Aerial bunched cable |
| 158 | Dead end clamp suitable for messenger XLPE Aerial bunched cable |
| 159 | Suspension Clamp with EYE Hook for ABC |
| 160 | 4C x 50mm2 (P)+ 1Cx50mm2(M) + 1C x 16mm2 (Street light)LT AB Cable |
| 161 | 4Way Service Distb. Box with Kit Kat fuse and Aluminium Bus Bar. |
| 162 | Insulated piercing connector. Type-A-Main 50 to 150 sqmm & Tap-50 to 150 sqmm |
| 163 | GI Pipe earthing |
| 164 | Coil earthing |
| 165 | No-8 GI Wire |
| 166 | Danger plate |
| 167 | Back clamp for DANGER PLATE 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 1 no= 1x0.59x 0.510) |
| 168 | GI barbed wire anticlimbing device (3 kg /Pole) |
| 169 | Back clamp for anticlimbing Device 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 4 nos= 4x0.59x 0.510) |
| 170 | GI Nut & bolts & washer of different sizes |
| 171 | Black colour paint for numbering |
| 172 | Yellow colour paint (GIS Numbering & Zebra stripping) for Background |
| 173 | Fixing of LT Complete Stay Set. |
| 174 | Concreting ratio 1:1:5:3(M-20 Grade)(500mm x 500mmx1500mm)= 0.375 Cu mtr (Per pole) |
| 175 | Construction earthing chamber including installation of earthing pipe making earthing chamber including excavation, soil teatement with bentonide powder, calculation of eartg resistance, including installation of 3 mtr GI Pipe 40mm/50mm including welding of GI flat around pipe. |
| 176 | Dismantling of 09/11 Mtr Joist/WPB Pole-116x100mm |
| 177 | Dismantling of 9/8 Mtr PCC/ Joist Pole |
| 178 | Dismantling of ACSR/AAAC 80/100mm2 from overhead line |
| 179 | Dismantling of various size of LT AB Cable. |
| 180 | Stringing different size of LT AB Cable A) BA will provide necessary manpower, tools, machinery etc, ladder etc for stringing activities |
| 181 | Stringing of Rabbit (bare) (ACSR/AAAC) Conductor including Jumpering. BA has to provide necesary Tools, manpower for stringing & jumpering. BA will also supply aluminium binding wire of required size for teing the conductor with insulator. |
| 182 | WPB 160X160X 6 - 11m 30.44 KG/Mtr-DP Struc |
| 183 | GI Channel 100 x 50x 6mm Channel |
| 184 | GI Flats 50 x 6mm |
| 185 | GI Channel 75 x 40x4.8 mm |
| 186 | GI Angle 50 x 50 x 6mm |
| 187 | Board Danger 11KV |
| 188 | GI Flats 25 x 3mm |
| 189 | Stay Clamp 150 x 150mm RS Joist |
| 190 | HT Stay Set complete |
| 191 | Insulator Stay HT |
| 192 | GI Stranded wire 7/10 SWG- 7/3.25mm |
| 193 | GI Earthing pipe 40mm Dia 3M Length |
| 194 | GI Stranded wir barbed wire |
| 195 | Lighting Arrester 12KV 10KA Stion Cls. |
| 196 | AB S/W 11KV Trip Pole Gng Ope. 400A |
| 197 | Pin Insul Polymer 11KV 20mm FRP Dia. |
| 198 | H/W/F (B&S) 70 K 3 Bolt |
| 199 | Insu. Disc Polymer 11KV B&S 70 KN |
| 200 | Wedge connector for 55Sqmm conductor |
| 201 | Plycarbonate bird guard |
| 202 | GI Bolts & nuts assorted dimension |
| 203 | Black Paint with Barrel |
| 204 | Enamel Paint Yellow |
| 205 | Inst 11KV Complt stay set with concrete |
| 206 | Laying PCC M20 |
| 207 | Earth chamber incl inst of earthing pipe |
| 208 | Cable 11KV AL 3C x 95 sqmm XLPE Arm |
| 209 | JT. KIT O/D Term 11KV XLPE 3 X 95sqmm |
| 210 | Term 11/33KV 3C XLPE HS/CS/PO ID/OD |
| 211 | SITC-HDD-Pipe HDPE 160mm , PN8, PE 80 |
| 212 | S & I Cable route marker |
| 213 | WPB 160X160X 6 - 11m 30.44 KG/Mtr-DP Struc |
| 214 | GI Channel 100 x 50x 6mm Channel |
| 215 | GI Flats 50 x 6mm |
| 216 | GI Channel 75 x 40x4.8 mm |
| 217 | GI Angle 50 x 50 x 6mm |
| 218 | Transformer 63KVA 11/.4 KV |
| 219 | LT Distribution Box 63KVA S/S 11/0.4 KV |
| 220 | AAAC 11KV XLPE Insu CVRD CDTR 55 Sqmm |
| 221 | Cable LT 1.1 KV XLPE AL 4C x 95sqmm Armrd |
| 222 | AB S/W 11KV Trip Pole Gng Ope. 200A |
| 223 | HF Fuse Set 11KV 200 Amp 3 Pole 3 phase |
| 224 | Wedge connector for 55Sqmm conductor |
| 225 | Plycarbonate bird guard |
| 226 | Insu. Disc Polymer 11KV B&S 70 KN |
| 227 | H/W/F (B&S) 70 K 3 Bolt |
| 228 | Lighting Arrester 12KV 10KA Stion Cls. |
| 229 | Pin Insul Polymer 11KV 20mm FRP Dia. |
| 230 | HT Stay Set complete |
| 231 | Stay Clamp 150 x 150mm RS Joist |
| 232 | Insulator Stay HT |
| 233 | GI Stranded wire 7/10 SWG- 7/3.25mm |
| 234 | GI Earthing pipe 40mm Dia 3M Length |
| 235 | GI Bolts & nuts assorted dimension |
| 236 | GI Stranded wir barbed wire |
| 237 | GI Flats 25 x 3mm |
| 238 | Board Danger 11KV |
| 239 | C.T W/O Name plate |
| 240 | Enamel Paint Yellow |
| 241 | Black Paint with Barrel |
| 242 | Laying PCC M20 |
| 243 | PCC 1:3:6 |
| 244 | Inst 11KV Complt stay set with concrete |
| 245 | Earth chamber incl inst of earthing pipe |
| 246 | Laying 1.1 KV Cable up to 120sqmm |
| 247 | Supply & erection of GI Fencing with gate |
| 248 | Supply & Crmpg/ fixing/ conn termi AL 95 Lug |
| 249 | Sup/Inst 3.5/4C 50-95sqmm Gland/ AL Ter Please Enable Macros to View BoQ information |
