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| 1 | Civil PortionEarthwork in all kinds of soil in excavation of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 2 | Earth work in excavation in all kinds of soil |
| 3 | Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow barsand depositing materials within 50m lead and 1.5m initial lift inluding rough dressing as per direction and specification of the departement stacking useful materials separately as ordered. |
| 4 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers, 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. |
| 5 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size downgraded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 6 | Fly ash Brick masonry using bricks of size 25cm. x 12 cm. x 8 cm. in foundation & plinth of approved quality and to the IS specification having crushing strength not less than 75 Kg/Cm² with dimensional tolerance ± 2% after immersing bricks in water for six hours before use etc. complete for seven days free from cracks, well shaped, uniform in size and shall produce a clear metalic ringing sound when struck includes moulding, chamfering, corbelling etc. complete as per drawing, design and specification including racking out joints, watering, curing, scaffolding including cost, conveyance, royalty, taxes of all materials, cost of labour, T&P etc. as direction of Engineer-in-charge. |
| 7 | Providing 25mm thick DPC in C.C (1:2:4) by using 12mm size hard crusher broken granite chips including shuttering and laying concrete to the required level, watering, curing with cost, conveyance, royalty, taxes of all materials & labour, T&P etc. complete as per direction of Engineer-in-charge. |
| 8 | R.C.C. work of M-20 grade with 12mm and down grade hard black crusher broken granite stone chips of approved quality from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing, centring, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour and T&P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S. rods or Tor steel and binding wire of 18 to 20 gauge and excluding labour charges for straightening, cutting, bending, binding and tying the grills and placing proper position as per direction of Engineer-in-charge.(For Lintel) |
| 9 | Providing and laying cement concrete in prop. (1:2:4) using 12 mm size black hard crusher broken granite chips of approved quality and from approved quarry including, laying, hoisting, lowering, watering, curing etc complete including cost of material, all labours, carriage, royalty, taxes, T & P etc complete as per the direction of the Engineer-in-charge |
| 10 | Fly ash Brick masonry using bricks of size 25cm. x 12 cm. x 8 cm. in superstructure of approved quality and to the IS specification having crushing strength not less than 75 Kg/Cm² with dimensional tolerance ± 2% after immersing bricks in water for six hours before use etc. complete for seven days free from cracks, well shaped, uniform in size and shall produce a clear metalic ringing sound when struck includes moulding, chamfering, corbelling etc. complete as per drawing, design and specification including racking out joints, watering, curing, scaffolding including cost, conveyance, royalty, taxes of all materials, cost of labour, T&P etc. as direction of Engineer-in-charge. |
| 11 | Providing & laying 25mm A.S Flooring with cement concrete of prop. (1:2:4) with punning using 12mm size downgraded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 12 | Providing M.S angle purlines (0'.2\\" x 0'.2\\" x 5mm) on roof for placing of JSW colour sheet including fitting & fixing with cost of all material, labours, carriage, taxes, T & P etc complete as per the direction of the Engineer-in-charge. |
| 13 | Providing JSW colour profile sheet roofing including cost of materials, conveyance, labour charges, T&P etc. complete as per direction of Engineer-in-charge.complete. |
| 14 | Filling foundation trenches and ditches with excavated materials including laying the earth in layers not exceeding 23.5 cm. (9\\") thick ramming and watering well with initial leads and lifts T&P etc. complete as directed by the Engineer-in-charge. |
| 15 | Providing 12 mm. thick cement plaster in cement mortar of proportion (1:6) over brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, 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. |
| 16 | Wall painting two coats with 100% Acrylic emulsion paint (1st quality) exterior grade of approved make & shade manufactured by reputed manufacturer like NEROLAC / ASIAN / BERGER / DULOX or equivalent to make an even finished surface over a coat of primer with water bond cement primer in all heights with all scaffolding and staging charges including cost, conveyance, taxes of all materials, cost of all labours, T & P, sundries etc. as required for the work complete. |
| 17 | Providing cement punning over plastered surface of walls ater racking out the joints including watering and curing wherever necessary with cost, conveyance, royalty, taxes of all materials, cost of labour, T&P etc. as direction of Engineer-in-charge. |
| 18 | Dismantling brick or stone masonry in C.M under 3m height including stacking the useful materials for reuse and removing the debris within 50m lead. |
| 19 | Carraige of debris by mechanical means with including loading and unloading within 5 K.M lead with cost, conveyance,taxes of all labour, T&P etc. as direction of Engineer-in-charge. |
| 20 | Supplying, fitting and fixing of M.S. shutter with frame with M.S. angle with welding of 25x35x6mm and shutter section of 30x30x5mm M.S. angle with welding of 25x6mm flat and welding of 16gauge C.R. sheet with arrangement of clamp. Fitting of 3 nos. of 4\\" hinges, 1 no of 2\\" hinges and 300mmx16mm M.S. aldrop with 8\\"tower bolt including cost, conveyance, taxes of all materials, labour, T&P etc. rquired for the complete in all respect. |
| 21 | Supplying, fitting & fixing of Kota tiles (up to 0.1 Sqm.) flooring with pigment of joints with adhesive including cost, conveyance, royalty, taxes of all materials, cost of labour, T&P etc. complete as direction of Engineer-in-charge. |
| 22 | Supplying, fitting & fixing of glazed wall tiles with pigment of joints with adhesive including cost, conveyance, royalty, taxes of all materials, cost of labour, T&P etc. complete as direction of Engineer-in-charge. |
| 23 | Painting two coats of synthetic enamel paint of approved shade over a coat of primer including cost, taxes of all materials, cost of labour, T&P etc. complete as direction of Engineer-in-charge. |
| 24 | Providing, fixing and placing of Fe-500/ Tor steel (HYSD) for RCC work in lintel of required diameter of TATA/SAIL/VIZAG with straightening, Cutting, bending, binding welding or jointing if necessary, bending, binding, tying the grills as required for R.C.C. works, providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance, loading, unloading, taxes of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T & P and scaffolding complete in all respect as directed by the Engineer-in-Charge ( payment will be made according to the actual weight of M.S rod /Tor steel consumed in the work and no separate payment will be made towards weight of binding wires which is to be borne by the contractor at his own cost |
| 25 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with storng vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 50mm thick sand filling.as per drawingincluding cost, conveyance, taxes of all materials, cost of labour, T&P etc. complete as direction of Engineer-in-charge. |
| 26 | P.H Portion (Water Supply & Sewerage System)Supplying all materials, labour, T & P conveyances for providing, fitting and fixing of PVC ASTM-1785/89-Schedule 80 complete with PVC fittings including button threaded polypropeline random fittings and wall clamps of approved quality for internal and external work including cutting and making good the wall etc all complete as per direction of Engineer-in-charge. |
| 27 | 50mm dia PVC ASTM pipe |
| 28 | 25mm dia PVC ASTM pipe |
| 29 | 20mm dia PVC ASTM pipe |
| 30 | Supplying all materials, labour, T & P and fixing of following P.H. fittings of approved make including supplying of all necessary jointing materials all complete as per approved specification and direction of Engineer-in-charge. |
| 31 | 15mm dia PVC long body bib cock |
| 32 | 50mm dia PVC F.W. valve |
| 33 | 25mm dia PVC F.W. valve |
| 34 | 20mm dia PVC F.W. valve |
| 35 | Supplying all materials, labour, T&P, cutting holes in brick / stone masonry walls in all floors for taking G.I pipes and mending good to the damages etc. complete. |
| 36 | 250mm thick wall |
| 37 | Groove cutting for PVC line |
| 38 | Supplying all materials and labour, T & P for Earth work in all kinds of soil within 50mtr initial lead and 1.5mtr initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in-charge. |
| 39 | Supplying all labour, materials and T&P and laying to level and slope and jointing with cement mortar (1:2) of concrete pipes, [class-NP-2] reinforced light duty non pressure pipes conforming to IS-456 with collars and but ends prepared for collar joints of the following diameters as per specification etc. all complete as per direction of Engineer-in-charge. 200mm dia R.C.C. single socket hume pipe. |
| 40 | Supplying all materials, labour, T&P construction of brick masonry M.H Chamber of following size including of fly ash brick work in C.M. (1:5), 12mm thick cement plaster in C.M.(1:3) for both inside & outside surface with neat cement punning to top & inside surface, including benching and channelling with C.C (1:2:4) with 12mm C.B.H.G. chips and then plaster with C.M. (1:3) over it & and then smooth & neat fixing with cement punning inside fixing of step iron of approved quality and SFRC cover slab of 150mm thick self in C.C(1:1.5:3) in 12mm C.B.H.G. chips having manhole opening of requisite including fixing of R.C.C. manhole cover with frame including curing etc. all complete as per direction of Engineer-in-charge. |
| 41 | New MH chamber of size1.20m dia x 0.90 x 0.90 with 150mm thick RCC top slab including fixing of SFRC cover. |
| 42 | Every additional depth of 0.10mtr or part thereof |
| 43 | Supplying all materials, labour, T & P for Cement Concrete (1:4:8) in foundation bed and floors using 40mm nominal size downgraded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 44 | Supplying all materials, labour, T & P for Cement Concrete (1:2:4) using 12 mm size black hard crusher broken granite chips of approved quality and from approved quarry including, laying, hoisting, lowering, watering, curing etc complete including cost of material, all labours, carriage, royalty, taxes, T & P etc complete as per the direction of the Engineer-in-charge |
| 45 | Supplying all labour, T & P and refilling the pipe line trenches with excavated materials including all carriage and conveyance including watering and ramming as per direction of the Engineer-in-charge. |
| 46 | Supplying all labour T&P for transportation of surplus materials away from the site by mechanical means including loading and unloading charges etc. all complete as per direction of Engineer-in charge. |
| 47 | Supplying all materials, labour, T & P and construction of Inspection chamber with fly ash brick in C.M. (1:4) providing 12mm thick C.P (1:3) including punning inside and outside fixing of 80mm thick R.C.C. cover slab etc. all complete as per P.H. specification and direction of Engineer-in-charge.(0.75x0.75x0.45) internal size Inspection chamber with 150mm thick S.F.R.C. cover slab and M.H. cover. |
| 48 | Supplying all materials, labour and T&P for fixing S.W. gully trap Grade-A complete with cast iron grating,flyash brick masonry chamber (250x250mm.) with R.C.C. cover slab as per P.H. specification and design all complete. |
| 49 | Supply all materials, labour, T & P and laying of following dia SWR pipes and fittings from G.T. to M.H./ I.C., with proper level and slope including necessary earth work excavation, refilling the trenches with excavatd materials and all round concrete ecashing of pipe line etc. all complete as per direction of Engineer-in-charge.Laying of 100mm dia PVC SWR pipe line with all complete. |
| 50 | Supply all materials, labour, T&P and laying of following dia. SWR pipes and fittings, jointing with C.M. (1:1) fixing to walls with nails, bobbins and wooden plugs etc. all complete as per direction of Engineer-in-charge. |
| 51 | 110mm dia PVC SWR S/S pipe. |
| 52 | 110mm dia PVC SWR door bend. |
| 53 | 110mm dia PVC SWR D/J with door |
| 54 | 110mm dia PVC SWR 'P' Trap |
| 55 | 110mm dia PVC SWR Plain Bend |
| 56 | 110mm dia PVC SWR Cowl |
| 57 | 110mm dia PVC SWR Pipe steel clips |
| 58 | Supplying all materials,labour and T&P for fixing water closet (I.W.C. or Orissa pan) duly embedded in cement concrete (1:3:6) using 12mm. size h.b.g. chips [Excluding foot rest for I.W.C. and trap] all complete as per specification.[3.3.1./330] (excluding cost of closet) [Orissa pan- 500 x 400mm size) |
| 59 | Septic TankEarthwork in all kinds of soil in excavation of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 60 | Earth work in excavation in all kinds of soil |
| 61 | Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow barsand depositing materials within 50m lead and 1.5m initial lift inluding rough dressing as per direction and specification of the departement stacking useful materials separately as ordered. |
| 62 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers, 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. |
| 63 | Supplying all materials, labour, T & P for Cement Concrete (1:4:8) in foundation bed and floors using 40mm nominal size downgraded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 64 | R.C.C. work of M-20 grade with 12mm and down grade hard black crusher broken granite stone chips of approved quality from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing, centring, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour and T&P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S. rods or Tor steel and binding wire of 18 to 20 gauge and excluding labour charges for straightening, cutting, bending, binding and tying the grills and placing proper position as per direction of Engineer-in-charge. |
| 65 | Base Slab |
| 66 | Roof Slab |
| 67 | Providing, fixing and placing of Fe-500/ Tor steel (HYSD) for RCC work in lintel of required diameter of TATA/SAIL/VIZAG with straightening, Cutting, bending, binding welding or jointing if necessary, bending, binding, tying the grills as required for R.C.C. works, providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance, loading, unloading, taxes of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T & P and scaffolding complete in all respect as directed by the Engineer-in-Charge ( payment will be made according to the actual weight of M.S rod /Tor steel consumed in the work and no separate payment will be made towards weight of binding wires which is to be borne by the contractor at his own cost |
| 68 | Providing 12 mm. thick cement plaster in cement mortar of proportion (1:6) with punning over brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, 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. |
| 69 | Supplying, fitting and fixing step Iron |
| 70 | Supplying, fitting and fixing SFRC MH cover with frame of 600mm dia. |
| 71 | 160mm dia PVC SWR Pipe |
| 72 | 160mm dia PVC SWR Single junction with door |
| 73 | 160mm dia PVC SWR Plain Bend |
| 74 | 160mm dia PVC SWR Cowl |
| 75 | Supplying all material labour T&P for construction of soak way pit |
| 76 | Supplying all labour T&P for transportation of surplus materials away from the site by mechanical means including loading and unloading charges etc. all complete as per direction of Engineer-in charge. |
| 77 | Providing and laying cement concrete in prop. (1:2:4) using 12 mm size black hard crusher broken granite chips of approved quality and from approved quarry including, laying, hoisting, lowering, watering, curing etc complete including cost of material, all labours, carriage, royalty, taxes, T & P etc complete as per the direction of the Engineer-in-charge |
| 78 | Filling foundation trenches and ditches with excavated materials including laying the earth in layers not exceeding 23.5 cm. (9\\") thick ramming and watering well with initial leads and lifts T&P etc. complete as directed by the Engineer-in-charge. |
| 79 | Over Head Tank with Staging for water supplyEarthwork in all kinds of soil in excavation of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 80 | Supplying all materials, labour, T & P for Cement Concrete (1:4:8) in foundation bed and floors using 40mm nominal size downgraded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 81 | R.C.C. work of M-20 grade with 12mm and down grade hard black crusher broken granite stone chips of approved quality from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing, centring, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour and T&P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S. rods or Tor steel and binding wire of 18 to 20 gauge and excluding labour charges for straightening, cutting, bending, binding and tying the grills and placing proper position as per direction of Engineer-in-charge.Base Slab |
| 82 | Providing, fixing and placing of Fe-500/ Tor steel (HYSD) for RCC work in lintel of required diameter of TATA/SAIL/VIZAG with straightening, Cutting, bending, binding welding or jointing if necessary, bending, binding, tying the grills as required for R.C.C. works, providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance, loading, unloading, taxes of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T & P and scaffolding complete in all respect as directed by the Engineer-in-Charge ( payment will be made according to the actual weight of M.S rod /Tor steel consumed in the work and no separate payment will be made towards weight of binding wires which is to be borne by the contractor at his own cost |
| 83 | Supplying making & fixing of MS Ancor bolt with flet welded & exposed body threaded etc all complete. (Size 20mm dia x 500mm long) |
| 84 | Painting two coats of synthetic enamel paint of approved shade over a coat of primer including cost, taxes of all materials, cost of labour, T&P etc. complete as direction of Engineer-in-charge. |
| 85 | Supplying of prefebricated M.S structure of 5mtr height staging for Fixing of 3000 ltr capacity PVC tank with top support arrangement etc all complete as per approved structural design, drawing & spcification and direction of Engineer-in-charge. |
| 86 | Supplying of 3000 ltr capacity triple layer ratational moulded polyethelene cylindarical vertical water storage tank |
| 87 | Sinking of 200mm x 150mm dia Bore Well & Submersible PumpSupplying all labour and T&P for drilling perfectly vertical bore hole of specified dia and specified depth below G.L through rock with combination drilling rig as required to suit the site condition as per direction of Engineer-in-charge.Drilling of 200 x 150mm dia (0.00 to 90.00mtr) |
| 88 | Lowering of 200 dia PVC casing pipes (0.00 to 45.00mtr) |
| 89 | Cleaning and developing the tube well by DTH / Rotary rig. |
| 90 | Supplying of 200 dia PVC pipes of schedule-80 of reputed company. |
| 91 | Supplying all labour and T&P for providing sanitary sealing by means of concrte grouting of annular space around PVC pipeetc. complete as per direction of Engineer-in-charge. |
| 92 | Supplying all materials and T&P for fitting & fixing of submersible pump set, control panel, cable HDPE pipe & other accessories as required as per side condition. |
| 93 | 5 HP Submersible Pump set |
| 94 | Control panel with DOL stater suitable for above pump set. |
| 95 | 63mm dia HDPE pipe (6 Kg) |
| 96 | Wire rope with PVC molding |
| 97 | S.S niple |
| 98 | S.S nut bolt |
| 99 | M.S clamp (Heavy) |
| 100 | C.I bore cover (8\\" dia) |
| 101 | 50mm G.I Union |
| 102 | 4.00mm² 3 Core copper flat cable |
| 103 | Supplying all labour and T&P for lowering of submersible pump set inside the bore well including fitting & fixing of all accessories & connecting to main pipe line etc. complete. |
| 104 | E.I Portion Shifting of electrical installation(S/S, LT OH and HT Lines) & relocating them for widening of the road.WPB 160X152(13Mtr.long,30.44 Kg/Mtr) |
| 105 | 11KV Vcross Arm(GI) 10.2 Kg each |
| 106 | Tp bracket 100x50x6mm GI Channel |
| 107 | Danger plate, 1 nos for each pole |
| 108 | Back clamp for danger plate 25x3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 1 nos = ( 1x0.59x0.510) |
| 109 | GI barbed wire anticlimbing device 3 kg per support |
| 110 | Back clamp for anticlimbing device 25x3mm flat,0.59 kg/mtr, flat of 0.510 mtr length 4 nos=(4x0.59x0.510) |
| 111 | 11KV pin insulator polymer |
| 112 | Earthing of support(Coil type) |
| 113 | No-8 GI Wire(Dia 4.6mm) 0.131 kg/mtr-2 mtr for connecting pole with coil earthing |
| 114 | GI Nut,bolt & washer of different sizes (11.31 kg ) |
| 115 | 55 sq mm AAA conductor |
| 116 | Black paint |
| 117 | Yellow colour paint for Background |
| 118 | Non metalic ties-11KV 55sqmm CVRD AAAC |
| 119 | Civil & ServicesConcreting ratio 1:1.5:3 (500mm x 500mm x 1800mm)=0.55 Cu.mtr |
| 120 | Couping ration 1:1.5:3 with dimension (500x500x450)=0.1125 Cu mtr |
| 121 | Installation of 2 nos of DP with AB Switch & LA for HT Metering unit at Consumer premises.WPB(GI) Pole 160X152(11Mtr.long,30.44 Kg/Mtr)(Total Pole weight with Base Plate & stiffner= 334.84KG +10.74 KG = 345.58 KG) |
| 122 | Top Channel (GI) 100x50x6mm, 9.56 Kg/Mtr,each channel length 3 mtr, 2 nos channel 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 mouMounting Channel 9GI) 75X40X4.8mm, 7.14KG Mtr, each channel (GI) Length 3 mtr, 2 nos channel (GI) required=(7.14 x 3x2) |
| 125 | HT MU Mounting channel (GI) 100X50X6mm , 9.56/Mtr, each channel (GI) length 3 Mtr, 2 nos channel (GI) required (9.56 x 3x2) |
| 126 | Cantilever support channel 75x40x4.8mm GI Channel (810mm long, 2 nos)(7.14kg/mtr,2 nos.)(Each 2x0.810x7.14=11.57 kg) |
| 127 | Angle (GI) for cantilever arrangement for HT MU 50 x 50x6-1282mm, each 2 nos (4.5Kg per mtr) |
| 128 | MU and AB Switch side support channel (GI) 100 x 50x6mm, 9.56KG/Mtr, each channel (GI) Length 0.35 mtr, 4 nos channel (GI) required= (9.56x4x0.35) |
| 129 | Channel(GI) Support for down pipe 75x40x4.8mm, 7.14Kg/Mtr, each channel(GI) length 0.8 Mtr, 1 nos channel(GI) required= (7.14 x 0.8x1) |
| 130 | Double Pole Belting Channel(GI) 75x40x4.8mm, 7.14 Kg/Mtr, each channel (GI) Length 3 Mtr, 2 nos channel (GI) required= (7.14 x 3x2) |
| 131 | 50x50x6mm GI Bracing Angle (GI), 4.5 Kg/Mtr, each Angle(GI) length 3.512 mtr, 2 nos angle (GI) required= (4.5x3.512x2) |
| 132 | Danger Plate 2 nos |
| 133 | Back clamp for danger plate 25x3mm flat,0.59 kg/mtr, flat of 0.510 mtr length 2 nos=(2x0.59x0.510) |
| 134 | 55mm2 ACSR-PVC Insulated for Jumpering |
| 135 | H.T.Stay clamp, 50x8mm flat 3.14 kh/mtr,0.511 mtr length, 2 nos qty required (1pair) |
| 136 | H.T.Stay set (Complete) |
| 137 | H.T.Stay insulator type-C |
| 138 | 7/10 SWG Stay wire 15kg/stay |
| 139 | GI Pipe earthing 40mm, 3 Mtr long |
| 140 | 50x6mm GI Flat for earthing, 2.36 kg/mtr |
| 141 | GI barbed wire anticlimbing device 3 kg per support |
| 142 | Back clamp for anticlimbing device 25x3mm flat,0.59 kg/mtr, flat of 0.510 mtr length 8 nos=(8x0.59x0.510) |
| 143 | Lightning Arrester (12KV,10KA)(Staion Class, class-2) |
| 144 | AB Switch (11KV, 200A, 3 Pole, 50Hz) |
| 145 | 11KV pin insulator polymer |
| 146 | H W fitting (B&S)70KN 3 (bolted) |
| 147 | Disc insulator (B&S) 70 KN Polymer |
| 148 | Wedge connector for 100 sqmm conductor |
| 149 | GI Nut & bolts of assorted size(25kg/DSS DP) |
| 150 | Polycarbonate bird guard |
| 151 | Black colour paint for numbering |
| 152 | Yellow colour paint for Background |
| 153 | Civil & ServicesFixing 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 0.5 Cum cement concrete foundation 1:2:4 size (500mmx500mmx800mm) using 20mm BHG metal with all labour and material as per TPCODL Drawing & standard. |
| 154 | Concreting ratio 1:1.5:3 (M-20 Grade) (500mm x 500mm x 1800mm)0.450 Cu mtr |
| 155 | Couping ratio 1:1.5:3 (M-20 Grade) (500mmx500mmx450mm)0.450 Cu mtr |
| 156 | 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. |
| 157 | Supply and erection of GI Fencing with gate. |
| 158 | Plinth mounted DSSWPB(GI) Pole 160X152(11Mtr.long,30.44 Kg/Mtr)(Total Pole weight with Base Plate & stiffner= 334.84KG +10.74 KG = 345.58 KG) |
| 159 | 9Mtr long 300Kg PSC Pole |
| 160 | Pole Clamp for EYE hook for XLPE Aerial bunched cable |
| 161 | EYE Hook for XLPE Aerial bunched cable |
| 162 | Dead end clamp suitable for messenger XLPE Aerial bunched cable |
| 163 | LT Cable raising channel (GI) 75 x40x4.8mm GI Channel (GI) (100mm long) (7.14Kg/Mtr), 6 Nos (Each 6 x 1.000 x 7.14= 42.84 Kg) |
| 164 | Top channel 100x50x6mm(3000mm long)(9.56 kg/mtr,2 nos.)(Each 2x3.000x9.56=57.36 kg) |
| 165 | Fish plate 50x6mm 2.36 kg/mtr,each 0.280 mtr length, 6 nos required=(6x2.36x0.280) |
| 166 | M.U Channel (GI) 75 x 40x4.8mm (3000mm long) (7.14Kg/Mtr, 2 Nos) (Each 2x3.000 x 7.14= 42.84 Kg) |
| 167 | AB Switch mounting channel 75x40x4.8mm GI Channel (3000mm long)(7.14kg/mtr,2 nos.)(Each 2x3.000x7.14=42.84kg) |
| 168 | AB Switch side support channel 100x50x6mm,9.56Kg/mtr, each channel length 0.35 mtr, 2 nos channel required= (9.56x2x0.35) |
| 169 | Channel support for down pipe 75x40x4.8mm,7.14kg/mtr each channel length 0.8 mtr, 1 nos channel required=(7.14x0.8x1) |
| 170 | HG/DO Fuse mounting channel 75x40x4.8 mm GI channel(3000mm long)(7.14kg/mtr,2 nos.)(Each 2x3.000x7.14=42.84 kg) |
| 171 | Cantilever support channel 75x40x4.8mm GI Channel (810mm long, 2 nos)(7.14kg/mtr,2 nos.)(Each 2x0.810x7.14=11.57 kg) |
| 172 | Cantilever support angle 50x50x6mm GI (1282mm long)(4.5kg/mtr,2 nos.)(Each 2x1.282x4.5=11.54 kg) |
| 173 | Double Pole Belting Channel(GI) 75x40x4.8mm, 7.14 Kg/Mtr, each channel (GI) Length 3 Mtr, 2 nos channel (GI) required= (7.14 x 3x2) |
| 174 | 50x50x6mm GI Bracing Angle (GI), 4.5 Kg/Mtr, each Angle(GI) length 3.512 mtr, 2 nos angle (GI) required= (4.5x3.512x2) |
| 175 | 50x6mm GI Flat for earthing, 2.36 kg/mtr |
| 176 | 250KVA, 11/0.4KV (Cu) Transformer with Tap changer BIS Energy loss level II, Ammendment. |
| 177 | LT Distribution Box with MCCB, Aluminium busbar of 3 bay with kit kat fuse for 250 KVA S/S |
| 178 | 55SQMM AAAC XLPE Covered conductor |
| 179 | 1C X 400mm2 LT XLPE Cable Un Armoured |
| 180 | LT Cable supporting channel (GI) 100 x50x6mm GI Channel (GI) (2000mm long) (9.56Kg/Mtr), 2 Nos (Each 2 x 2 x 9.56= 28.56 Kg) |
| 181 | LT Cable supporting Angle (GI) 50 x50x6mm GI 4.5 kg/mtr, each angle (GI) length 2 mtr, 4 nos Angle(GI) required= (4.5 x 4.2) |
| 182 | Supply of 1.1KV, 4 Core, 150sqmm, XLPE insulation aroured-Aluminium UG Cable from LTDB to Pole |
| 183 | AB Switch (11KV,200A,3 Pole,50Hz) |
| 184 | H.G Fuse (11KV 200A 3 Pole) |
| 185 | Wedge connector for 55 sq mm AAA conductor |
| 186 | Polycarbonate bird guard |
| 187 | Disc insulator (B&S) 70 KN Polymer |
| 188 | H W fitting (B&S)70KN 3 (bolted) |
| 189 | Lightning Arrester (12KV,10KA)(Staion Class, class-2) |
| 190 | 11KV pin insulator polymer |
| 191 | H.T.Stay set (Complete) |
| 192 | HT Stay Clamp (1.9kg/pair) |
| 193 | H.T.Stay insulator type-C |
| 194 | 7/10 SWG Stay wire grade-2 15kg/set |
| 195 | 40mm Nominal bore GI Pipe |
| 196 | GI Nut & bolts of assorted size(25kg/DSS DP) |
| 197 | GI barbed wire anticlimbing device (3 kg /Pole) |
| 198 | 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) |
| 199 | Danger plate 11KV |
| 200 | Back clamp for anticlimbing Device 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 2 nos= 2x0.59x 0.510) |
| 201 | Name plate |
| 202 | Structure numbering and marking |
| 203 | Yellow colour paint for Background |
| 204 | Black colour paint for numbering |
| 205 | Civil & ServicesConcreting ratio 1:1.5:3 (M-20 Grade) (500mm x 500mm x 1800mm) 0.450 Cu mtr |
| 206 | Couping ratio 1:1.5:3 (M-20 Grade) (500mmx500mmx450mm)0.450 Cu mtr |
| 207 | PCC ratio 1:3:6 (M-10 Grdae) for DSS Area (5x3x0.1)= 1.5 Cu Mtr |
| 208 | Fixing of stay set with 0.5Cum Cement Concrete foundation 1:3:6 size (900mm x 600mm x 900mm) using 40mm BHG metal with all lanour and material except stay set, stay wire, stay insulator. |
| 209 | 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. |
| 210 | LTDB Plinth |
| 211 | DTR Plinth |
| 212 | Laying of 4C X150mm2 LT XLPE Cable. |
| 213 | Laying of 1.1KV Cable from 400 to 100 sqmm |
| 214 | SITC & erection of GI Fencing with gate |
| 215 | Concreting ratio 1:1.5:3(M-20 Grade)(500mmx500mmx1500mm)=0.375 Cu.mtr (Per pole) for PSC Pole |
| 216 | Supply of AL Lugs suitable for 400sqmm cable/ conductor, crimping with cable and fixing/ connecting include supply and erection of PVC Tape as per voltage requirement. |
| 217 | Supply of AL Lugs suitable for 150sqmm cable/ conductor, crimping with cable and fixing/ connecting include supply and erection of PVC Tape as per voltage requirement. |
| 218 | Supply & erection of double compression flameproof type glanding for armoured cable 1C 300-1000Sqmm including making hole in base plate and dressing of cable along with vermin proofing properly supply to be done as per TPCODL Spec and approved make dowells. |
| 219 | Supply & erection of double compression flameproof type glanding for armoured cable 3.5/4C 120-185Sqmm including making hole in base plate and dressing of cable along with vermin proofing properly supply to be done as per TPCODL Spec and approved make dowells. |
| 220 | Dismantling Dismantling of 09/11 Mtr, Joist/ WPB Pole 116 x 100mm after digging the pit and taking out the pole, transportation and stacking the pole at a proper place in safe position within 10km/ site store and refilling the pit with loose earth and ramming including removal and disposal of malba at proper location as per instruction of EIC. |
| 221 | Dismantling of 9/8 mtr PSC Pole after digging the pit and taking out the pole, transportation and stacking the pole at a proper place in safe position within 10km/ site store and refilling the pit with loose earth and ramming including removal and disposal of malba at proper location as per instruction of EIC. |
| 222 | Dismantling of AAAC 34/55mm2 from overhead line |
| 223 | Dismantling of various size of LT AB Cable |
| 224 | Recessed/surface wiring to light point/fan point/ Exhaust fan point with 1.5 Square mm FR PVC insulated single core multistranded copper conductor of ISI marked with 20mm dia. non-metallic PVC flexible conduit with 5 Amp, 25 on MS box having front bakelite cover of suitable size, MS box with 1.5 Sq.mm FR PVC insulated single core multistranded copper conductor as earth wire including all accessories and connection as per direction of Engineer-in-charge.Light point. |
| 225 | Fan Point |
| 226 | Exhaust Fan Point |
| 227 | Supply and fixing of Exhaust Fan. |
| 228 | Supply and fixing of Ceiling Fan. |
| 229 | Supply and fixing of 6Amp Plug Point. |
| 230 | Supply and fixing of 10W LED bulk head fitting. |
| 231 | Supply and fixing of 4Way SPN DB Box with following materials 40A DP MCB 1 no. & 32 A SP MCB 2 Nos. |
| 232 | Recessed submain wiring along with earth wire of PVC insulated single core multistandard copper ISI Marked conforming to IS 694/1990 in 20mm Dia non metalic heavy duty flexible conduit 1.6mm in recessed PVC Conduit as required.2 x 2.5Sqmm+ 1 x 1.5Sqmm |
| 233 | Supply and laying of 2x6mm2 Al.Ar. U.G cable. |
| 234 | Supply and laying of 4x16mm2 Al.Ar. U.G cable. |
| 235 | 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. |
| 236 | Supply and Laying of 40mm HDPE pipe for laying of Cable. Please Enable Macros to View BoQ information |
