Bharat Sanchar Nigam Limited-BSNL has published Rehabilitation And Improvement Of Existing Storage Shed At Jujumora Sambalpur Rehabilitation And Improvement Of Existing Storage Shed , Provision Of Dg Plinth And Dismantling Of Serviceable Fixtures And Fittings From Te Building In Connection With Acqu. Submission Date for this Tender is 16-11-2020. Shed Construction Tenders in Jujumora Sambalpur District Odisha. Bidders can get complete Tender details and download the document.
| Name of Work: Rehabilitation and improvement of existing storage shed, provision of DG plinth and dismantling of serviceable fixtures and fittings from TE building in connection with acquisition of land and building by NHAI at TE Compound Jujumora in Sambalpur district. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Sub-Head : Earth Work | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | BI01010001010000000000000515BI0100001113 | ||
| 3 | 1.02 | All kinds of soil. | BI01010001010000000000000515BI0100001114 | 4 | One Cubic Metre |
| 4 | 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | BI01010001010000000000000515BI0100001115 | 1 | One Cubic Metre |
| 5 | 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | BI01010001010000000000000515BI0100001116 | 3 | One Cubic Metre |
| 6 | 4 | Sub-Head : Concrete Work | BI01010001010000000000000515BI0100001117 | ||
| 7 | 4.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | BI01010001010000000000000515BI0100001118 | ||
| 8 | 4.02 | 1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001119 | 6.2 | One Cubic Metre |
| 9 | 5 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : | BI01010001010000000000000515BI0100001120 | ||
| 10 | 5.01 | 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001121 | 0.2 | One Cubic Metre |
| 11 | 6 | Centering and shuttering including strutting, propping etc. and removal of form work for : | BI01010001010000000000000515BI0100001122 | ||
| 12 | 6.01 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.. | BI01010001010000000000000515BI0100001123 | 8 | One Square Metre |
| 13 | 7 | Sub-Head : Reinforced Cement Concrete | BI01010001010000000000000515BI0100001124 | ||
| 14 | 7.01 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | BI01010001010000000000000515BI0100001125 | ||
| 15 | 7.02 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.. | BI01010001010000000000000515BI0100001126 | 0.9 | One Cubic Metre |
| 16 | 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001127 | 1.1 | One Cubic Metre |
| 17 | 9 | Centering and shuttering including strutting, propping etc. and removal of form for : | BI01010001010000000000000515BI0100001128 | ||
| 18 | 9.01 | Foundations, footings, bases of columns, etc. for mass concrete | BI01010001010000000000000515BI0100001129 | 1.2 | One Square Metre |
| 19 | 9.02 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | BI01010001010000000000000515BI0100001130 | 13 | One Square Metre |
| 20 | 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | BI01010001010000000000000515BI0100001131 | ||
| 21 | 10.1 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | BI01010001010000000000000515BI0100001132 | 100 | One Kilogram |
| 22 | 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | BI01010001010000000000000515BI0100001133 | ||
| 23 | 11.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | BI01010001010000000000000515BI0100001134 | 160 | One Kilogram |
| 24 | 12 | Sub-Head : Masonry Work | BI01010001010000000000000515BI0100001135 | ||
| 25 | 12.01 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | BI01010001010000000000000515BI0100001136 | ||
| 26 | 12.02 | Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001137 | 2 | One Cubic Metre |
| 27 | 13 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.ird course of half brick masonry. | BI01010001010000000000000515BI0100001138 | 3 | One Square Metre |
| 28 | 14 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : | BI01010001010000000000000515BI0100001139 | ||
| 29 | 14.01 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | BI01010001010000000000000515BI0100001140 | 10 | One Cubic Metre |
| 30 | 15 | Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level. | BI01010001010000000000000515BI0100001141 | ||
| 31 | 15.01 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001142 | 3 | One Square Metre |
| 32 | 16 | Sub-Head : Wood and P.V.C. Work | BI01010001010000000000000515BI0100001143 | ||
| 33 | 16.01 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | BI01010001010000000000000515BI0100001144 | 4 | Each |
| 34 | 17 | Sub-Head : Steel Work | BI01010001010000000000000515BI0100001145 | ||
| 35 | 17.01 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | BI01010001010000000000000515BI0100001146 | 100 | One Kilogram |
| 36 | 18 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. | BI01010001010000000000000515BI0100001147 | ||
| 37 | 18.01 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001148 | 40 | One Kilogram |
| 38 | 19 | Structural steel work in single section reusing the dismantled steel members (dismantled members to be supplied by the department), fixed with or without connecting plate, including cutting, hoisting, fixing in position & applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001149 | 142 | One Kilogram |
| 39 | 20 | Sub-Head : Flooring | BI01010001010000000000000515BI0100001150 | ||
| 40 | 20.01 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | BI01010001010000000000000515BI0100001151 | 23 | One Square Metre |
| 41 | 21 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. | BI01010001010000000000000515BI0100001152 | ||
| 42 | 21.01 | 18 mm thick. | BI01010001010000000000000515BI0100001153 | 5 | One Square Metre |
| 43 | 22 | Providing and fixing glass strips in joints of terrazzo/ cement concrete floors. | BI01010001010000000000000515BI0100001154 | ||
| 44 | 22.01 | 40 mm wide and 4 mm thick. | BI01010001010000000000000515BI0100001155 | 36 | One Metre |
| 45 | 23 | Sub-Head : Roofing | BI01010001010000000000000515BI0100001156 | ||
| 46 | 23.01 | Extra for providing and fixing wind ties of 40x 6mm flat iron section. | BI01010001010000000000000515BI0100001157 | 8 | One Running Metre |
| 47 | 24 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | BI01010001010000000000000515BI0100001158 | 29 | One Square Metre |
| 48 | 25 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001159 | ||
| 49 | 25.01 | 12.5mm thick square edge PVC Laminated Gypsum Tile of size 595x595mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the backside with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | BI01010001010000000000000515BI0100001160 | 20 | One Square Metre |
| 50 | 26 | Sub-Head : Finishing | BI01010001010000000000000515BI0100001161 | ||
| 51 | 26.01 | 12 mm cement plaster of mix : | BI01010001010000000000000515BI0100001162 | ||
| 52 | 26.02 | 1:6 (1 cement: 6 coarse sand) | BI01010001010000000000000515BI0100001163 | 71 | One Square Metre |
| 53 | 27 | 15 mm cement plaster on rough side of single or half brick wall of mix : | BI01010001010000000000000515BI0100001164 | ||
| 54 | 27.01 | 1:6 (1 cement: 6 coarse sand) | BI01010001010000000000000515BI0100001165 | 47 | One Square Metre |
| 55 | 28 | 6 mm cement plaster of mix : | BI01010001010000000000000515BI0100001166 | ||
| 56 | 28.01 | 1:3 (1 cement: 3 fine sand) | BI01010001010000000000000515BI0100001167 | 5 | One Square Metre |
| 57 | 29 | Finishing walls with water proofing cement paint of required shade : | BI01010001010000000000000515BI0100001168 | ||
| 58 | 29.01 | New work (Two or more coats applied @ 3.84 kg/10 sqm). | BI01010001010000000000000515BI0100001169 | 115 | One Square Metre |
| 59 | 30 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: | BI01010001010000000000000515BI0100001170 | ||
| 60 | 30.01 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | BI01010001010000000000000515BI0100001171 | 32 | One Square Metre |
| 61 | 31 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre. of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. | BI01010001010000000000000515BI0100001172 | ||
| 62 | 31.01 | Two coats. | BI01010001010000000000000515BI0100001173 | 86 | One Square Metre |
| 63 | 32 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. | BI01010001010000000000000515BI0100001174 | ||
| 64 | 32.01 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. | BI01010001010000000000000515BI0100001175 | 86 | One Square Metre |
| 65 | 33 | Sub-Head : Repairs to Buildings | BI01010001010000000000000515BI0100001176 | ||
| 66 | 33.01 | Fixing chowkhat in existing opening in brick / RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener. | BI01010001010000000000000515BI0100001177 | 2 | Each |
| 67 | 34 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in- charge. | BI01010001010000000000000515BI0100001178 | 1 | Each |
| 68 | 35 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes within 50 metres lead as per direction of Engineer- in-Charge. (a) Internal Work - Exposed on wall | BI01010001010000000000000515BI0100001179 | ||
| 69 | 35.01 | 15 to 40 mm dia G.I.Pipe | BI01010001010000000000000515BI0100001180 | 30 | One Metre |
| 70 | 36 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001181 | 1 | Each |
| 71 | 37 | Sub-Head : Dismantling and Demolishing | BI01010001010000000000000515BI0100001182 | ||
| 72 | 37.01 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. | BI01010001010000000000000515BI0100001183 | ||
| 73 | 37.02 | In cement mortar | BI01010001010000000000000515BI0100001184 | 3 | One Cubic Metre |
| 74 | 38 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : | BI01010001010000000000000515BI0100001185 | ||
| 75 | 38.01 | Of area 3 sq. metres and below | BI01010001010000000000000515BI0100001186 | 14 | Each |
| 76 | 38.02 | Of area beyond 3 sq. metres | BI01010001010000000000000515BI0100001187 | 9 | Each |
| 77 | 39 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: | BI01010001010000000000000515BI0100001188 | ||
| 78 | 39.01 | Channels, angles, tees and flats | BI01010001010000000000000515BI0100001189 | 190 | One Kilogram |
| 79 | 40 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: | BI01010001010000000000000515BI0100001190 | ||
| 80 | 40.01 | G.S. Sheet | BI01010001010000000000000515BI0100001191 | 44 | One Square Metre |
| 81 | 41 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : | BI01010001010000000000000515BI0100001192 | ||
| 82 | 41.01 | 100 mm dia pipe | BI01010001010000000000000515BI0100001193 | 20 | One running meter |
| 83 | 42 | Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001194 | 3 | Each |
| 84 | 43 | Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. | BI01010001010000000000000515BI0100001195 | 1 | Each |
| 85 | 44 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | BI01010001010000000000000515BI0100001196 | 5 | One Square Metre |
| 86 | 45 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001197 | 30 | One Square Metre |
| 87 | 46 | Sub-Head : Aluminium Work | BI01010001010000000000000515BI0100001198 | ||
| 88 | 46.01 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : | BI01010001010000000000000515BI0100001199 | ||
| 89 | 46.02 | For fixed portion | BI01010001010000000000000515BI0100001200 | ||
| 90 | 46.03 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | BI01010001010000000000000515BI0100001201 | 18 | One Kilogram |
| 91 | 46.04 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). | BI01010001010000000000000515BI0100001202 | ||
| 92 | 46.05 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | BI01010001010000000000000515BI0100001203 | 46 | One Kilogram |
| 93 | 47 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): | BI01010001010000000000000515BI0100001204 | ||
| 94 | 47.01 | With float glass panes of 5.50 mm thickness | BI01010001010000000000000515BI0100001205 | 4 | One Square Metre |
| 95 | 48 | Less for applying subtractive anodic coating AC 05 instead of AC 15 to aluminium extruded sections. | BI01010001010000000000000515BI0100001206 | ||
| 96 | 48.01 | For fixed portion | BI01010001010000000000000515BI0100001207 | 18 | One Kilogram |
| 97 | 48.02 | For shutters of doors, windows & ventilators. | BI01010001010000000000000515BI0100001208 | 46 | One Kilogram |
| 98 | 49 | Sub-Head : MARKET RATED ITEMS | BI01010001010000000000000515BI0100001209 | ||
| 99 | 50 | Providing and fixing 2.0 mm thick antistatic homogeneous PVC sheet plain coloured of approved quality (Wonder floor, Tusker, Krishna or equivalent) in flooring on sub-floor using rubber based adhesive of approved quality and manufacture like Dunlop S-758, Fevicol SR-998 or equivalent including cleaning the sub-floor, stretching the sheet, cutting, fitting, levelling & drying of base and rolling with light wooden roller weighing not less than 5.0 kg , connecting the carbon layer of the sheets with copper strips of minimum size 75*25 mm at ends of all joints & connecting the strips with copper wire of approved diameter for making earthing all complete as directed by the Engineer-in-charge. ( The finished surface area of vinyl flooring will be measured for payment) | BI01010001010000000000000515BI0100001210 | 20 | One Square Metre |
| 100 | 51 | Seam welding the antistatic / plain PVC sheets in flooring longitudinally as well as transversely using pvc welding chord by hot welding air gun, cutting excess of welding chord, if any, making the surface smooth including cost of all materials, T&P, carriage complete as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001211 | 15 | One Metre |
| 101 | 52 | Sub-Head : All available items | BI01010001010000000000000515BI0100001212 | ||
| 102 | 52.01 | Supplying manpower, T&P and sundries etc. for carrying out varied items relating to day to day building maintenance services within the limits of Sambalpur Municipal Corporation as per direction of Engineer-In-Charge. ( Cost of materials, if any, to be paid for separately) | BI01010001010000000000000515BI0100001213 | ||
| 103 | 52.02 | (i) Plumber / carpenter / mason- 2nd class | BI01010001010000000000000515BI0100001214 | 5 | per day |
| 104 | 52.03 | Sewerman / beldar / coolie / man mulia | BI01010001010000000000000515BI0100001215 | 5 | per day |
| 105 | 53 | Carriage of dismantled materials recovered from T.E. building at Jujumora by mechanical transport to Sambalpur town including loading, unloading and stacking as per direction of engineer-in -charge | BI01010001010000000000000515BI0100001216 | 1 | One job |
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