|
| 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 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. |
| 3 | 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. |
| 4 | 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. |
| 5 | 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. |
| 6 | 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. |
| 7 | 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. |
| 8 | 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. |
| 9 | 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. |
| 10 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 11 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 12 | 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. |
| 13 | 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. |
| 14 | 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. |
| 15 | 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. |
| 16 | Painting two coats with synthetic enamel paint of approved quality and shade over a coat of primer at any elevation on kerb, guard post and other structures etc 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. |
| 17 | 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. |
| 18 | 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. |
| 19 | Earth work in embankment 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 as per Clause 305 of MoRT&H Specifications dfor 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. |
| 20 | Supply, fitting and fixing of SS Grating having 40mm x8mm fat 50x50x6mm angle, ete in diffrent sizeincluding cost of all material etc. |
| 21 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 22 | Providing, laying and fixing in position reinforced cement concrete 900mm dia NP3 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:3 for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 23 | Providing, laying and fixing in position reinforced cement concrete 1000mm dia NP3 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:3 for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 24 | Providing and laying Plain cement concrete of grade M-15 in foundation of CD works, toe wall & drain 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. |
| 25 | Reinforced cement concrete M-30 nominal mix in foundation (upto GL) with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days with dewatering & form workas per section 1000 and 2100 of MoRT&H specification and direction of the Engineer-in-charge. |
| 26 | Reinforced cement concrete M-30 nominal mix in sub-structure with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge . |
| 27 | R.C.C. M-30 grade in Deck slab of C.D. and Road Kerb / Dirt Wall / Wing wall of Culvert Work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works as per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge .(Latest Revision). |
| 28 | 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 & 2702 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. |
| 29 | 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. |
| 30 | 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. |
| 31 | Gravel backing to approns and revetments with good quality moorum/sand and moorum admixture satisfying Liquid limit below 25 and P.I.value within 6 as per approved drawing with cost,conveyance,royalty,taxes of all materials ,all labours, T&P sundries complete as per specification and direction of Engineer-in-Charge. |
| 32 | 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. |
| 33 | 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. |
| 34 | 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. |
| 35 | 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. |
| 36 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. |
| 37 | Construction of R.C.C M-30 grade bridge railing cast in situ including cost of steel reinforcement for finished item of work true to line and grade, tolerance of vertical R.C.C post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical posts for expansion with hand rail in 2 tiers as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500,1600,1700 & 2703 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. |
| 38 | Cement painting two coats over a coat of cement wash of approved shade for finished item of work as per the direction of the Engineer-in-charge. |
| 39 | Providing 12mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to outside smooth surface after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge. |
| 40 | 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. |
| 41 | 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. |
| 42 | Precast RCC Bench |
| 43 | Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 44 | 90 cm equilateral triangle |
| 45 | 80 cm x 60 cm rectangular |
| 46 | 60 cm circular (Speed limit) |
| 47 | 90 cm x 45 cm rectangular |
| 48 | 90 cm octagon |
| 49 | 60 cm x 45 cm rectangular |
| 50 | 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 |
| 51 | Direction and Place Identification Signs with size more than 0.9 sqm size Board. |
| 52 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 15 cm,refilling the excavated earth after breaking clods and mixing with Farm yard manure in the ratio of 9:1(9 parts of staked volume of earth after reduction by20%:one part of stacked volume of FYM after reduction by 8%),flooding with water,filling with earth necessary,watering and finally fine dressing,levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed,within alead of 50 m,lift upto 1.5 m complete(cost of manure,earth to be paid separately) |
| 53 | Supplying and staking of Farm yard Manure(cowdung based) from approved source carriage upto 5 km lead complete(Manure measured in stacks will be reduced by 8% for payment),trench to be filled with soil&FYM in 1:9,reqt of FYM |
| 54 | Screened the FYM through sieve of I.S. designation 20 mm |
| 55 | Supplying and staking of garden soil/good earth at site including royality and carriage upto 10 km lead complete(earth measured in stacks will be reduced by 20% for payment),cost for1cum |
| 56 | Mixing earth and FYM in the required proportion specified or directed by Horticulture officer incharge |
| 57 | Spreading of Sieved FYM & soil in required thickness as per direction of Horticulture officer-in-charge(cost of FYM,good earth to be paid separately |
| 58 | Putranjiva roxburghii height 90-105 cm. in big polybag size 25 cm |
| 59 | Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 60 | Providing and stacking of Tabebuia sp. of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge |
| 61 | Providing and stacking of Ficus blackii (F.vivion) (bushy) of height 150-165 cm. with 8-10 branches and healthy foliage in earthen pots of size 30 cm as per direction of the officer-in-charge. |
| 62 | Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge. |
| 63 | Ficus benjamina (green) height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bag |
| 64 | Providing and stacking of Alstonia scholaris of height 150-165 cm. in bag of size 25 cm as per direction of the officer-in-charge. |
| 65 | Azadirachta indicia ( Neem ) height 120-130cm in big polybag size 25 cm |
| 66 | Providing and stacking of Largerstroemia indica of height 90-105 cm. multibranched in poly bags of size 25 cm as per direction of the officer-in-charge. |
| 67 | Cassia siamea height 150-165 cm. in big poly bag size 25 cm |
| 68 | Cassia javanica height 120-150 cm. in big poly bag size 25 cm |
| 69 | Malpighia coccigera of height 30-45 cm., multibranched in earthen pot of size 20 cm |
| 70 | Hamelia patens of height 30-45 cm. with 3-4 branches in poly bag of size 20 cm |
| 71 | Jatropha multifida (red colour) of height 45-60 cm. with 2-3 branches in earthen pot of size 20 cm |
| 72 | Clerodendrum splendens of height 30 cm to 45 cm. in 20 cm size of Earthen pot/Plastic pot |
| 73 | Nerium oleander variegated of height 60-75 cm., multibranched in earthen pot of size 25 cm |
| 74 | Tabernaemontana coronaria (Chandni single) of height 90-105 cm.,bushy in big size HDPE bag |
| 75 | Plantation of Ornamental tree,palm,shruba and hedges at site including watering,removal of unservicable materials as per direction of HO incharge(excluding cost of plants&water) |
| 76 | Cost of Planting Tree &Palm |
| 77 | Cost of Planting Shrub |
| 78 | Anti termite treatment by digging holes 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge. |
| 79 | Providing and watering of irrigation water through water tanker of Horticulture features i.e tree, shrubs, hedge/edge, ground cover etc. at the site of work. Water tanker having 5000 lit capacity with one labour for watering i/c cost of water, filling of tanker, watering at site with all leads and lifts as per direction of officer-in-charge. |
| 80 | Providing &laying Bahiya/ Mexican turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning wi |
| 81 | Weeding out of lawn by removal of all weeds and other wild growth with roots by forking including disposal of garden rubbish with all loads and lifts complete if top dressing required paid separately(Cost of FYM or extra good earth to be paid separately) as per direction and satisfaction of officer incharge. |
| 82 | Fertilizer & pesticide & Tools |
| 83 | Neem oil cake(50 kg pack) |
| 84 | Godabari Gold(50 kg Bag) |
| 85 | Supply & installation of 4 Mtr decorative pole with 50Watt decorative post top lantern fittings with decorative Arm & required size of nuts and bolt duly wired as per direction of Engineer-In-Charge. |
| 86 | Constructing RCC Foundation of size (1000x1000x1500)mm for errection of the above pole. |
| 87 | Supply and fixing of Coil earthing. |
| 88 | Supply and laying of 4 X 10mm2 Al.Ar. UG Cable. |
| 89 | Supply and Laying of 40mm dia HDPE pipe for laying of cable inside the pipe. |
| 90 | Construction of cable trench of size (300x300)mm for laying of cable. |
| 91 | Construction of pedastal for the panel in ash brick of size (900x450x600)mm. |
| 92 | S/F of 63 Amp Outdoor type double door plinth mounted panel board made out of 2mm thick CR sheet duly acid treated for de-rusting, primered and powder coated with approved enamel paint having hinged door with provision for cable entry duly factory wired and locking arrangement etc. complete with following provisions.Incoming:-1. 63Amp 25KA 4P MCCB-1 NoOutgoing:-1.40Amp TPN MCCB-01 No. 2.32Amp DP MCB-2 Nos.3.200Amp copper bus bar.4. 0-100Amp Ammeter with selector switch-1Set 5. 0-500Volt Voltmeter with selector-1Set6. Indicator lamp-1Set. 7.Time switch with contactor complete set Size of panel board 36\\"x 24\\"x10\\" |
| 93 | Supply and fixing of standard earthing to the panel. |
| 94 | 9Mtr long 300Kg PSC Pole |
| 95 | WPB 160X152(11Mtr.long,30.44 Kg/Mtr) |
| 96 | LT Stay complete |
| 97 | 7/12 SWG GI Stay wire, Grade 2 |
| 98 | LT Stay clamp |
| 99 | LT Stay Insulator |
| 100 | Pole Clamp for EYE hook for XLPE Aerial bunched cable |
| 101 | EYE Hook for XLPE Aerial bunched cable |
| 102 | Dead end clamp suitable for messenger XLPE Aerial bunched cable |
| 103 | Suspension Clamp with EYE Hook for ABC |
| 104 | 4C x 50mm2 (P)+ 1Cx50mm2(M) + 1C x 16mm2 (Street light)LT AB Cable |
| 105 | 4Way Service Distb. Box with Kit Kat fuse and Aluminium Bus Bar. |
| 106 | Insulated piercing connector. Type-A-Main 50 to 150 sqmm & Tap-50 to 150 sqmm |
| 107 | GI Pipe earthing |
| 108 | Coil earthing |
| 109 | No-8 GI Wire |
| 110 | Danger plate |
| 111 | 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) |
| 112 | GI barbed wire anticlimbing device (3 kg /Pole) |
| 113 | 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) |
| 114 | GI Nut & bolts & washer of different sizes |
| 115 | Black colour paint for numbering |
| 116 | Yellow colour paint (GIS Numbering & Zebra stripping) for Background |
| 117 | Fixing of LT Complete Stay Set. |
| 118 | Concreting ratio 1:1:5:3(M-20 Grade)(500mm x 500mmx1500mm)= 0.375 Cu mtr (Per pole) |
| 119 | Concreting ratio 1:1.5:3(500mmx500mmx1800mm)0.450 Cu mtr |
| 120 | Couping ration 1:1.5:3 with dimension (500x500x450)=0.113 Cu mtr |
| 121 | WPB 160X152(11Mtr.long,30.44 Kg/Mtr) |
| 122 | Top channel 100x50x6mm(9.56 kg/mtr each channel(GI) length 3 mtr, 2 nos channel9GI) required= (2x9.56x3) |
| 123 | Fish plate 50x6mm 2.36 kg/mtr,each 0.280 mtr length, 6 nos required=(6x2.36x0.280) |
| 124 | AB Switch mounting channel 75x40x4.8mm , 7.14Kg/Mtr, each channel (GI) Length 3 mtr, 2nos channel(GI) required= (7.14x3x2) |
| 125 | AB Switch side support channel 100x50x6mm,9.56Kg/mtr, each channel length 0.35 mtr, 2 nos channel required= (9.56x2x0.35) |
| 126 | Channel support for down pipe 75x40x4.8mm,7.14kg/mtr each channel length 0.8 mtr, 1 nos channel required=(7.14x0.8x1) |
| 127 | Double pole belting channel(GI) 75X40X4.8MM, 7.14kG/mtr, each channel(GI) Length 3.0 mtr, 4 nos channel (GI ) Required=(7.14 x 0.8 x 1) |
| 128 | 50x50x6mm GI Bracing Angle9GI), 4.5Kg/Mtr, each Angle(GI) Length 3.512 mtr, 4 nos angle(GI) Required=(4.5 x 3.512x4) |
| 129 | Danger plate 2 nos |
| 130 | Back clamp for danger plate 25x3mm , Flat(GI),0.59 Kg/Mtr flat (GI) of 0.510 mtr length 2 nos= (2x0.59x0.510)anticlimbing Device 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 2 nos= 2x0.59x 0.510) |
| 131 | GI Pipe Earthing 40mm, 3 mtr long |
| 132 | 50x50x6mm GI for earthing, 2.36Kg/mtr, (12.5 mtr for LA, 3 Mtr for AB Switch body, 2.5 mtr for mesh formation and 2.5 mtr for raising) = 20.5 x 2.36 |
| 133 | GI barbed wire anticlimbing device (3 kg /Pole) |
| 134 | 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) |
| 135 | AB Switch (11KV,400A,3 Pole,50Hz) |
| 136 | 11KV pin insulator polymer |
| 137 | H W fitting (B&S)70KN 3 (bolted) |
| 138 | Disc insulator (B&S) 70 KN Polymer |
| 139 | Wedge conncetor for 55 sqmm, conductor |
| 140 | Polycarbonated bird guard |
| 141 | GI Nut & bolts of assorted size(25kg/DSS DP) |
| 142 | Black colour paint for numbering |
| 143 | Yellow colour paint for Background |
| 144 | Concreting ratio 1:1.5:3(500mmx500mmx1800mm)0.450 Cu mtr |
| 145 | Couping ration 1:1.5:3 with dimension (500x500x450)=0.113 Cu mtr |
| 146 | PCC Ratio 1:3:6 (M-10 Garde) For DSS Area (5x3x0.1)=1.5 Cu mtr |
| 147 | Fixing of stay set with 0.5Cum Cement Concrete foundation 1:3:6 size ( 900mmx 600mmx900mm) using 40mm BHG metal with all lanour and material except stay set, stay wire, stay insulator. |
| 148 | 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. |
| 149 | Dismantling of 09/11 Mtr Joist/WPB Pole-116x100mm |
| 150 | Dismantling of 9/8 Mtr PCC/ Joist Pole |
| 151 | Dismantling of ACSR/AAAC 80/100mm2 from overhead line |
| 152 | Dismantling of various size of LT AB Cable. Please Enable Macros to View BoQ information |