Tender For Rate Contract For Miscellaneous Outside Civil Works In Bongaigaon Refinery, Iocl, dhaligaon-Assam

Rate Contract For Miscellaneous Outside Civil Works In Bongaigaon Refinery, Iocl-10 Misc. outside civil works, Quotable 10.001 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed : All kinds of soil. 10.002 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and for all lift. All kinds of soil. 10.003 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, for all lift including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil. 10.004 Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered): 10.005 Depth not exceeding 1.5 m. 10.006 Depth exceeding 1.5 m but not exceeding 3 m. 10.007 Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered) : 10.008 Depth not exceeding 1.5 m. 10.009 Depth exceeding 1.5 m but not exceeding 3 m. 10.01 Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials: 10.011 All kinds of soil. 10.012 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 for all lift. 10.013 Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. 10.014 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m: All kinds of soil. 10.015 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 10.016 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 10.017 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material: 10.018 Beyond 30 cm girth up to and including 60 cm girth. 10.019 Beyond 60 cm girth up to and including 120 cm girth. 10.02 Beyond 120 cm girth up to and including 240 cm girth. 10.021 Above 240 cm girth. 10.022 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge: 10.023 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). 10.024 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 10.025 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. 10.026 Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. 10.027 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: 10.028 In cement mortar. 10.029 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50m (stacks of cleaned bricks shall be measured) : 10.03 From brick work in Cement mortar. 10.031 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 10.032 Of area 3 sq. metres and below. 10.033 Of area beyond 3 sq. metres. 10.034 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 10.035 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead: 10.036 For thickness of tiles 10 mm to 25 mm. 10.037 For thickness of tiles above 25 mm and up to 40 mm. 10.038 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 10.039 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: 10.04 G.S. Sheet. 10.041 Asbestos sheet. 10.042 Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of : 10.043 T or L iron or pipe. 10.044 R.C.C. 10.045 Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. 10.046 Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. 10.047 Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. 10.048 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 10.049 75 to 80 mm dia pipe. 10.05 100 mm dia pipe. 10.051 150 mm dia pipe. 10.052 Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge : 10.053 Water bound macadam road. 10.054 Bituminous road. 10.055 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 10.056 15 mm to 40 mm nominal bore. 10.057 Above 40 mm nominal bore. 10.058 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: 10.059 Up to 150 mm diameter. 10.06 Above 150 mm dia up to 300 mm dia. 10.061 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. 10.062 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. 10.063 Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. 10.064 Chipping of unsound/ weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-in-charge: 10.065 50 mm average thickness. 10.066 25 mm average thickness. 10.067 Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduces steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-in-charge: Upto and including 12mm dia. 10.068 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved. 10.069 Supply of tractor with trailer on hire charges for 08 hours per day including rendering the services of 4 labourers, driver, fuel and other consumables, tools, tackles etc. for transportation of rubbish/ waste materials complete as per directions of Engineer-in-Charge.(8 hours working period of one tractor is considered as one tractor day). Unit EACH (EA) stands for One tractor day. 10.07 Transportation of various materials by Truck (of capacity 9-10 Tonne) for following leads or part thereof including loading, unloading such as cement, sand, debris, metal, earth, refractory, insulation, furniture, plants etc. all such materials from one place to another place including battery area and outside battery area all complete as per the direction of the Engineer-in-Charge: Note: Unit of measurement is EACH, which stands for Per Trip. 10.071 Lead beyond 1 km but upto 2 km. 10.072 Lead beyond 2 km but upto 3 km. 10.073 Lead beyond 3 km but upto 4 km. 10.074 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - Cement shall be free issue material. All work up to plinth level : 10.075 1:2:4 (1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). 10.076 1:3:6 (1 Cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). 10.077 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 centring, shuttering and finishing: Cement shall be free issue material 10.078 1:1.5:3 (1 cement:1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 10.079 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) including the cost of required centering, shuttering complete. Cement shall be free issue material : 10.08 1:1.5:3 (1 Cement : 1.5 coarse sand derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 10.081 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (Cement shall be free issue material). 10.082 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 10.083 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement (Cement shall be free issue material): 10.084 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). 10.085 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). Cement shall be free issue material. 10.086 Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). Cement shall be free issue material. 10.087 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level: 10.088 Thermo-Mechanically Treated bars. 10.089 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: 10.09 Thermo-Mechanically Treated bars of grade Fe-500D or more. 10.091 Centering and shuttering including strutting, propping etc. and removal of form for : 10.092 Foundations, footings, bases of columns, etc. for mass concrete. 10.093 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 10.094 Suspended floors, roofs, landings, balconies and access platform. 10.095 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 10.096 Columns, Pillars, Piers, Abutments, Posts and Struts. 10.097 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (cement shall be free issue material). 10.098 Cement mortar 1:4 (1 cement : 4 coarse sand). 10.099 Cement mortar 1:6 (1 cement : 6 coarse sand). 10.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : (cement shall be free issue material). 10.101 Cement mortar 1:4 (1 cement : 4 coarse sand). 10.102 Cement mortar 1:6 (1 cement : 6 coarse sand). 10.103 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in: (cement shall be free issue material). 10.104 Cement mortar 1:4 (1 cement : 4 coarse sand). 10.105 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level: (cement shall be free issue material). 10.106 Cement mortar 1:4 (1 cement :4 coarse sand). 10.107 Honey-comb brick work 10/11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level up to floor V level with cement mortar 1:4 (1 cement : 4 coarse sand). Cement shall be free issue material. 10.108 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) up to plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand). Cement shall be free issue material. 10.109 Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. meters and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead (Cement shall be free issue material): 10.11 With cement mortar 1:4 (1 cement : 4 fine sand). 10.111 12 mm cement plaster of mix : (cement shall be free issue material). 10.112 1:4 (1 cement: 4 fine sand). 10.113 1:6 (1 cement: 6 fine sand). 10.114 15 mm cement plaster on the rough side of single or half brick wall of mix (Cement shall be free issue material): 10.115 1:4 (1 cement: 4 fine sand). 10.116 1:6 (1 cement: 6 fine sand). 10.117 20 mm cement plaster of mix (Cement shall be free issue material): 10.118 1:6 (1 cement: 6 fine sand). 10.119 6 mm cement plaster of mix : - 1:3 (1 cement: 3 fine sand). Cement shall be free issue material. 10.12 Neat cement punning. Cement shall be free issue material. 10.121 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand) (Cement shall be free issue material): 10.122 Flush / Ruled/ Struck or weathered pointing. 10.123 Pointing on tile brick work with cement mortar 1:3 (1 cement: 3 fine sand) - Flush/ Ruled/ Struck or weathered pointing Cement shall be free issue material. 10.124 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. 10.125 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.126 Providing and fixing 1mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6mm angle iron, 3mm M.S. gusset plates at the junctions and corners, 25mm dia pulley, 40x40x6mm angle and T-iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer. 10.127 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer: 10.128 Using M.S. angels 40x40x6 mm for diagonal braces. 10.129 Using flats 30x6mm for diagonal braces and central cross piece. 10.13 Providing and fixing pressed steel door frames conforming to IS: 4351 manufactured from commercial mild steel sheet of 1.60 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60 mm pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges, 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: 10.131 Profile B - Fixing with adjustable lugs with split end tail to each jamb. 10.132 Profile B - Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.133 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete: 10.134 Hot finished welded type tubes. 10.135 Providing and fixing bolts including nuts and washers complete. 10.136 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required: 10.137 In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. 10.138 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 10.139 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer: 10.14 M.S. tube. 10.141 Providing and fixing carbon steel galvanised (minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge: 10.142 10 x120 mm. 10.143 10 x140 mm. 10.144 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with: 10.145 With 4.0 mm thick glass panes. 10.146 With 5.5 mm thick glass panes. 10.147 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 (Cement shall be free issue material): 10.148 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). 10.149 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. (Cement shall be free issue material): 10.15 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). 10.151 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.152 Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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: 10.153 0.63mm thick with zinc coating not less than 275gm/sqm. 10.154 Extra for straight cutting in C.G.S. sheet roofing for making opening of area exceeding 40 sq. decimeter for chimney stacks, sky light etc : 10.155 0.63 mm thick. 10.156 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete: 10.157 0.63mm thick with zinc coating not less than 275gm/sqm. 10.158 Providing valleys of 90cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8mm dia. G.I. limpet and bitumen washers complete - 1.60mm thick with zinc coating not less than 350gm/sqm. 10.159 Providing and fixing 15 cm wide 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete: 10.16 0.63mm thick with zinc coating not less than 275gm/sqm. 10.161 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 gsm 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 while transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete up to 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. 10.162 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm 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 using self drilling/ self tapping screws complete : 10.163 Ridges plain (500 - 600mm). 10.164 Flashings/ Aprons ( up to 600 mm). 10.165 North light curves. 10.166 Barge board (up to 300 mm). 10.167 Crimp curve. 10.168 Gutter (600 mm over all girth). 10.169 Providing flat iron brackets 50x3mm size with necessary bolts, nuts and washers etc. for fixing asbestos cement/G.S. sheets gutters with purlins. 10.17 Providing and fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch including fixing with polymer coated J or L hooks, bolts and nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra- violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified: 10.171 2mm thick corrugated (2.5 or 4.2 or 6) or step-down (2 or 3 or 6 ) as specified. 10.172 2mm thick flat. 10.173 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: Single socketed pipes: 10.174 75 mm diameter. 10.175 110 mm diameter. 10.176 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 10.177 Coupler - 75 mm. 10.178 Coupler - 110 mm. 10.179 Single pushfit Coupler - 75 mm. 10.18 Single pushfit Coupler - 110 mm. 10.181 Single tee with door - 75x75x75 mm. 10.182 Single tee with door - 110x110x110 mm. 10.183 Single tee without door - 75x75x75 mm. 10.184 Single tee without door - 110x110x110 mm. 10.185 Bend 87.5 Degree - 75 mm bend. 10.186 Bend 87.5 Degree - 110 mm bend. 10.187 Shoe (Plain) - 75 mm Shoe. 10.188 Shoe (Plain) - 110 mm Shoe. 10.189 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete: 10.19 75 mm. 10.191 110 mm. 10.192 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 10.193 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete: 10.194 Fixed to steel windows by welding. 10.195 Fixed to openings /wooden frames with rawl plugs screws etc. 10.196 Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of II nd class teak wood and priming coat with approved steel primer all complete. 10.197 Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. 10.198 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 10.199 100x58x1.90 mm. 10.2 75x47x1.70 mm. 10.201 50x37x1.50 mm. 10.202 Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with necessary screws etc. complete : 10.203 100x75x3.50 mm. 10.204 75x60x3.10 mm. 10.205 50x40x2.50 mm. 10.206 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete: 10.207 125 mm. 10.208 100 mm. 10.209 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 10.21 250x16 mm. 10.211 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 10.212 200x10 mm. 10.213 150x10 mm. 10.214 100x10 mm. 10.215 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete: 10.216 125 mm. 10.217 100 mm. 10.218 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete: 10.219 250 mm weighing not less than 150 gms. 10.22 200 mm weighing not less than 120 gms. 10.221 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 10.222 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 up to 35 kg and door width up to 700 mm) with necessary accessories and screws etc. complete. 10.223 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight up to 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete. 10.224 Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 10.225 125x63x4 mm. 10.226 100x63x4 mm. 10.227 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 10.228 250x16 mm. 10.229 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : 10.23 250x10 mm. 10.231 200x10 mm. 10.232 150x10 mm. 10.233 Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 10.234 125 mm. 10.235 100 mm. 10.236 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 10.237 Single rubber stopper. 10.238 Twin rubber stopper. 10.239 Providing and fixing aluminium casement stays ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 10.24 Providing and fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality). 10.241 Providing and fixing PTMT handles with necessary screws etc. complete: 10.242 125x34x24 mm weighing not less than 23 gms. 10.243 150x34x24 mm weighing not less than 26 gms. 10.244 Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc. complete: 10.245 152x42x18 mm weighing not less than 60 gms. 10.246 202x42x18 mm weighing not less than 78 gms. 10.247 Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of hollock wood in scantling of section 50X25mm fixed with nails and G.I wire on existing support complete as per direction of Engineer-in-charge. 10.248 Providing and fixing bright finished 100mm mortice lock with 6 levers without pair of handles for aluminium door with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. 10.249 Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge: 10.25 Extruded section profile size 48x40 mm. 10.251 Extruded section profile size 42x50 mm. 10.252 Providing and fixing to existing door frames: 10.253 24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of H section, a UPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. U cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). 10.254 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a UPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of H section, a UPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. U cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge. 10.255 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mmX25mm or less as per requirement with an average wall thickness of 1mm (± 0.3mm). PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. An M.S. tube having dimensions 19mm x 19mm and 1.0 mm (± 0.1mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top and Bottom edges of the shutter are covered with an end-cap of the size 25MM X 11MM. Door shutter shall be reinforced with special polymeric reinforcements as per manufactures specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places. 10.256 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in-Charge. 10.257 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top and bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5mm thick heat moulded PVC C channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on both side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail and bottom rail, paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles and rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the C Channel using PVC solvent adhesive etc. complete as per direction of Engineer- in-charge, Manufacturers specification and drawing: 10.258 30 mm thick plain PVC door shutters. 10.259 30 mm thick pre laminated PVC door shutters. 10.26 Providing and fixing PVC rigid foam sheet 1mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive. 10.261 Providing and fixing plain lining with necessary screws/nuts & bolts/nails including a coat of approved primer on one face and fixed on wooden /steel frame work complete as per direction of Engineer-in-charge. (Frame work shall be paid for separately) - 12mm thick commercial ply conforming to IS : 1328 BWR type. 10.262 Providing and fixing bright/matt finished stainless steel handles of approved quality & make with necessary screws etc. all complete: 10.263 125mm. 10.264 100mm. 10.265 Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc complete as per direction of Engineer-in-Charge - 200 mm. 10.266 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). Cement shall be free issue material. 10.267 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 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. Cement shall be free issue material. 10.268 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete. Cement shall be free issue material. 10.269 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in colours, shades exept burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Cement shall be free issue material. 10.27 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc. complete. Cement shall be free issue material. 10.271 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Cement shall be free issue material. 10.272 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete (Cement shall be free issue material): 10.273 Size of Tile 600x600 mm. 10.274 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete (Cement shall be free issue material): 10.275 Size of Tile 600x600 mm. 10.276 Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 10.277 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 10.278 Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). 10.279 Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finishedkerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost). 10.28 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/shape,made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand,compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineerin-Charge: 10.281 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. 10.282 80mm thick C.C. paver block of M-30 grade with approved colour, design & pattern. 10.283 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Cement shall be free issue material. 10.284 White washing with lime to give an even shade: - New work (three or more coats). 10.285 White washing with lime to give an even shade : 10.286 Old work (two or more coats). 10.287 Colour washing such as green, blue or buff to give an even shade : 10.288 New work (two or more coats) with a base coat of white washing with lime. 10.289 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. 10.29 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. 10.291 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. 10.292 Finishing walls with water proofing cement paint of required shade-New work (Two or more coats applied @ 3.84 kg/10 sqm). 10.293 Finishing walls with Acrylic Smooth exterior paint of required shade-New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 10.294 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: 10.295 One coat. 10.296 Two coats. 10.297 Finishing walls with water proofing cement paint of required shade : 10.298 Old work (one or more coats applied @ 2.20 kg/10 sqm)over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. 10.299 Finishing walls with Acrylic Smooth exterior paint of required shade: 10.3 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). 10.301 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : 10.302 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. 10.303 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade - New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 10.304 Applying priming coat (This item is deleted for SOR 2023). 10.305 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 10.306 Coal tarring two coats on new work using 0.16 and 0.12 litre coal tar per sqm in the first coat and second coat respectively. 10.307 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade - Two or more coats on new work. 10.308 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade-Two or more coats on new work. 10.309 Painting with aluminium paint of approved brand and manufacture to give an even shade - Two or more coats on new work. 10.31 Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade - Two or more coats on new work. 10.311 Lettering with black Japan paint of approved brand and manufacture. Note: Rate EACH (EA) stands for Per letter per cm height. 10.312 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 10.313 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 10.314 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 10.315 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (Cement shall be free issue material): 10.316 450 mm dia. R.C.C. pipe. 10.317 600 mm dia. R.C.C. pipe. 10.318 900 mm dia. R.C.C. pipe. 10.319 1000 mm dia. R.C.C. pipe. 10.32 1200 mm dia. R.C.C. pipe. 10.321 TEMPORARY SHED: Erection of tubular structures with trusses and purlins, tie-rods, columns for temporary shutdown sheds and tea booths etc. including transportation of necessary materials from stores, erecting in position, bolting and fixing GI / AC / Aluminiun corrugated sheet on sides and top with necessary hooks, 8mm dia GI limpet and bitumen washers, purlins, columns, tie rods etc., salvaging, transportation and including dismantling, stacking at Civil maintenance or Refinery stores, all labour tools, plants etc. complete, (M.S. structures and GI / AC /Aluminium sheets supplied free by Owner) including supplying and fixing bolts, nuts, hook bolts, limpet washers etc. complete as per direction of Engineer-in-Charge (Measurement will be based on floor area covered). 10.322 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) : 10.323 For fixed portion - Powder coated aluminium (minimum thickness of powder coating 50 micron). 10.324 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) - Powder coated aluminium (minimum thickness of powder coating 50 micron). 10.325 Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge. 10.326 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. 10.327 Pre-laminated particle board with decorative lamination on both sides. 10.328 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): 10.329 With float glass panes of 4.0 mm thickness. 10.33 With float glass panes of 5.50 mm thickness. 10.331 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight up to 125 kg., for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge: 10.332 With stainless steel cover plate minimum 1.25 mm thickness. 10.333 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete - up to 5mm depth and 5 mm width. 10.334 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc. complete as per direction of Engineer-in-Charge: 10.335 Powder coated minimum thickness 50 micron aluminium tubular handle bar. 10.336 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc complete. 10.337 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete: 10.338 Powder coated minimum thickness 50 micron aluminium. 10.339 Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. complete as per direction of Engineer- in-charge: 10.34 Powder coated minimum thickness 50 micron aluminium. 10.341 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge (Only weight of grill to be measured for payment). 10.342 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase. Cement shall be free issue material. 10.343 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. Cement shall be free issue material. 10.344 Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc (Cement shall be free issue material): 10.345 100 mm diameter. 10.346 Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of Engineer-in-charge: 10.347 For door / window / clerestory window. 10.348 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty - Float glass panes of thickness 4 mm (weight not less than 10kg/sqm). 10.349 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty - Float glass panes of thickness 5.5 mm (weight not less than 12.5kg/sqm). 10.35 Renewing glass panes and refixing existing wooden fillets- Float glass panes of thickness 4 mm (weight not less than 10kg/sqm). 10.351 Renewing glass panes and refixing existing wooden fillets- Float glass panes of thickness 5.5 mm (weight not less than 12.5kg/sqm). 10.352 Renewal of old putty of glass panes (length). 10.353 Refixing old glass panes with putty and nails. 10.354 Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-charge. 10.355 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 - Internal work - Exposed on wall. 10.356 Cleaning of manholes and removal of chokage in sanitary sewer or CRWS manholes and its allied connection by rodding, steaming, watering manually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Charge including plugging and dewatering of manholes, removal of muck, sludge floating materials etc. and disposing, the same to dumping pit within owners premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, hoses, operative labour etc. complete. 10.357 Manholes of depth upto 2.0 M 10.358 Manholes of depth beyond 2.0 M but upto 3.0M 10.359 Cleaning dechoking and flushing inspection chambers and connected drain lines with drain cleaning rods, bamboos, compressed air, steaming etc., removal of oily muck outside the chamber complete upto 100M lead. The item includes transportation of all machinery and plants, all labour, tools etc. complete, taking all necessary safety precautions as specified. Water at one point shall be supplied free of cost, hire charges for compressed air shall be paid separately if required. 10.36 Cleaning, dechoking and flushing 50mm-100mm SW and sewer line by removing muck, cleaning etc. with bamboo strips or sewer cleaning rods etc. as directed (section between two chambers) all complete including cleaning of two manholes as per direction of the Engineer-in-Charge. 10.361 Removal of dead animal of any kind and disposal of same at dumping ground and burying it at one meter depth or more depending upon the size of dead animal and re-filling with soil to cover it completely including excavation of ditches, all complete. 10.362 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 10.363 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. 10.364 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 10.365 W.C. Pan with ISI marked white solid plastic seat and lid. 10.366 Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete including painting of fittings and cutting and making good the walls and floors etc. wherever required : 10.367 Single squatting plate with 5litre P.V.C. automatic flushing cistern. 10.368 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : 10.369 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. 10.37 White Vitreous China Angle back wash basin size 400x400 mm with single 15 mm C.P. brass pillar tap. 10.371 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required - White glazed fire clay kitchen sink of size 600x450x250 mm. 10.372 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : 10.373 Kitchen sink with drain board - 510x1040 mm bowl depth 250mm. 10.374 Providing and fixing draining board with C.I. brackets including painting of brackets, cutting and making good the walls wherever required - White glazed fire clay draining board of size 600x450x25mm. 10.375 Providing and fixing white vitreous china water closet squatting pan (Indian type): 10.376 Long pattern W.C. pan of size 580 mm. 10.377 Orissa pattern W.C. pan of size 580x440 mm. 10.378 Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. 10.379 Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet: 10.38 250x130x30 mm. Unit Each (EA) stands for EACH PAIR 10.381 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete: 10.382 10 litre capacity - White. 10.383 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. 10.384 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 10.385 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430 x 260 x 350 mm or 340 x 410 x 265 mm sizes respectively. 10.386 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. 10.387 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : 10.388 Flat back wash basin of size 630x450mm. 10.389 Angle back wash basin of size 600x480mm. 10.39 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete: 10.391 Semi rigid pipe - 40 mm dia. 10.392 Flexible pipe - 40 mm dia. 10.393 Providing and fixing 100 mm sand cast Iron grating for gully trap. 10.394 Providing and fixing 600 x 450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 10.395 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing: 10.396 Rectangular shape - 453 x 357 mm. 10.397 Providing and fixing 600 x 120 x 5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 10.398 Providing and fixing soil, waste and vent pipes : 10.399 75 mm diameter - Sand cast iron S&S pipe as per IS: 1729. 10.4 Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour. weighing not less than 105 gms. 10.401 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour: 10.402 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms. 10.403 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour. Weighing not less than 300 gms. 10.404 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes. Weighing not less than 60 gms. 10.405 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size ) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand), (Cement shall be free issue material): 10.406 100 mm dia. 10.407 75 mm dia. 10.408 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge: Internal work - Exposed on wall: 10.409 15 mm nominal outer dia pipes. 10.41 20 mm nominal outer dia pipes. 10.411 25 mm nominal outer dia pipes. 10.412 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching ,refilling & testing of joints complete as per direction of Engineer in Charge: External work: 10.413 15 mm nominal dia pipes. 10.414 20 mm nominal dia pipes. 10.415 25 mm nominal dia pipes. 10.416 40 mm nominal dia pipes. 10.417 50 mm nominal dia pipes. 10.418 75 mm nominal dia pipes. 10.419 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall: 10.42 15 mm dia. nominal bore. 10.421 20 mm dia. nominal bore. 10.422 25 mm dia. nominal bore. 10.423 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc: External work: 10.424 15 mm dia. nominal bore. 10.425 20 mm dia. nominal bore. 10.426 25 mm dia. nominal bore. 10.427 40 mm dia. nominal bore. 10.428 50 mm dia. nominal bore. 10.429 65 mm dia. nominal bore. 10.43 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 10.431 25 to 40 mm nominal bore. 10.432 50 to 80 mm nominal bore. 10.433 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 10.434 25 mm nominal bore. 10.435 40 mm nominal bore. 10.436 50 mm nominal bore. 10.437 65 mm nominal bore. 10.438 80 mm nominal bore. 10.439 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete: 10.44 15 mm nominal bore. 10.441 20 mm nominal bore. 10.442 25 mm nominal bore. 10.443 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 10.444 15 mm nominal bore. 10.445 20 mm nominal bore. 10.446 25 mm nominal bore. 10.447 Providing and fixing uplasticised PVC connection pipe with brass unions : 10.448 30 cm length - 15 mm nominal bore. 10.449 30 cm length - 20 mm nominal bore. 10.45 45 cm length - 15 mm nominal bore. 10.451 45 cm length - 20 mm nominal bore. 10.452 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): 10.453 15 mm nominal bore. 10.454 20 mm nominal bore. 10.455 25 mm nominal bore. 10.456 40 mm nominal bore. 10.457 50mm nominal bore. 10.458 65mm nominal bore. 10.459 80 mm nominal bore. 10.46 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 10.461 15 mm nominal bore. 10.462 20 mm nominal bore. 10.463 25 mm nominal bore. 10.464 40 mm nominal bore. 10.465 50 mm nominal bore. 10.466 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 10.467 Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI:12701, colour of opaque white or as approved by Engineer-in- charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. 10.468 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 - 15 mm nominal bore. 10.469 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. - 15 mm nominal bore. 10.47 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 - 15 mm nominal bore. 10.471 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore. 10.472 Providing and fixing C.P. brass extension nipple (size 15mm x 50mm) of approved make and quality as per direction of Engineer-in-charge. 10.473 Providing and fixing PTMT bib cock of approved quality and colour: 10.474 15 mm nominal bore, 122mm long. Weighing not less than 99 gms. 10.475 Providing and fixing PTMT stop cock of approved quality and colour: 10.476 15 mm nominal bore, 86mm long. Weighing not less than 88 gms. 10.477 20mm nominal bore, 89mm long. Weighing not less than 88 gms. 10.478 Concealed stop cock, 15mm nominal bore, 108mm long. Weighing not less than 108 gms. 10.479 Providing and fixing PTMT pillar cock of approved quality and colour: 10.48 15mm nominal bore, 107mm long. Weighing not less than 110 gms. 10.481 15mm nominal bore, 125mm long foam flow. Weighing not less than 120 gms. 10.482 Providing and fixing PTMT, push cock of approved quality and colour: 10.483 15 mm nominal bore, 98mm long. Weighing not less than 75 gms. 10.484 15 mm nominal bore, 80mm long. Weighing not less than 46 gms. 10.485 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements. Weighing not less than 106 gms. 10.486 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour: 10.487 15 mm nominal bore with 30cm length. 10.488 15 mm nominal bore with 45cm length. 10.489 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge: Concealed work including cutting chases and making good the walls etc (Cement shall be free issue material): 10.49 15 mm nominal dia pipes. 10.491 20 mm nominal dia pipes. 10.492 25 mm nominal dia pipes. 10.493 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c making good the walls etc. concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall (Cement shall be free issue material): 10.494 15 mm dia nominal bore. 10.495 20 mm dia nominal bore. 10.496 Cutting holes up to 30x30 cm in walls including making good the same - With common burnt clay F.P.S. (non modular) bricks. Cement shall be free issue material. 10.497 Cutting holes up to 15x15cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof. Cement shall be free issue material. 10.498 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. Cement shall be free issue material. 10.499 Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand 6 graded stone aggregate 20 mm nominal size) including disposal of malba. Cement shall be free issue material. 10.5 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete (Cement shall be free issue material): 10.501 For pipes 100 to 230 mm diameter. 10.502 Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. Pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc complete (Cement shall be free issue material): 10.503 600 mm dia. R.C.C. pipe. 10.504 900 mm dia. R.C.C. pipe. 10.505 1000 mm dia RCC pipes (Laying by manual/ mechanical means). 10.506 1200 mm dia RCC pipes (Laying by manual/ mechanical means). 10.507 6MM Thick Commercial plywood- MR Grade- IS-303 10.508 12 MM Thick Commercial plywood - MR Grade- IS-303 10.509 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 10.51 Supplying, filling, spreading and leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer-in-charge. 10.511 Supplying and stacking at site: 10.512 53 mm to 22.4 mm size stone aggregate. 10.513 Red bajri. 10.514 Good earth. 10.515 Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead up to 50 metres - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 10.516 Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of surplus earth lead up to 50 metres - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. 10.517 Supplying and fixing turn buckles and straining bolts for barbed wire fencing. Note: Unit Each (EA) refers to Each Set. 10.518 Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately)- Payment to be made per metre cost of total length of barbed wire used - With G.I. barbed wire. 10.519 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes up to 10 mm dia. etc. complete. 10.52 Painting runway/taxi track/apron marking with adequate no. of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete: 10.521 New work (Two or more coats). 10.522 Painting road surface marking with adequate no. of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete: 10.523 New work (Two or more coats). 10.524 Old work (One or more coats). 10.525 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m) having 50 nos rounds per 6 metre length, up to 3 m height of wall with existing angle iron Y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately). 10.526 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge: 10.527 Made of G.I. wire of dia 4mm. 10.528 Made of G.I. wire of dia. 4mm, PVC coated to achieve outer dia. not less than 5mm in required colour and shade. 10.529 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts and bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the rate of 1200 mm centre to centre to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering up to 150 mm or both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 10.53 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095 (Part I) : 2011 (Board with BIS certification marks). 10.531 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks). 10.532 Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level suspended on inter locking metalgrid of hot dipped galvanized steel sections (galvanized @ 120gsm/sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38mm joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet, spaced at 1200mm center to center and cross T of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main T at 600mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, wherever, 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 x mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200mm 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 at all heights as per specifications drawings and as directed by Engineer-in-charge: 10.533 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 12micron metalized polyester on the back side 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. 10.534 Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing C wall angle of size 20x30x20mm made of 0.5mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300mm center to centre, suspending the main C carrier of size 10x38x10mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34mm made of GI steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive) Fixing with clip in tiles into spring T with : 10.535 GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25mm height, made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. 10.536 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of size 595 X 595 mm of approved texture, design and patterns as per CPWD Specifications 2019 to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sum including both sides) comprising of main-T runners of size 24 X 38 mm of length 3000 mm, cross-T of size 24 X 32 mm of length 1200 mm and secondary intermediate cross-T of size 24 X 32 mm of length 600 mm to form grid module of size 600 X 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12 x 50mm long dash fasteners, 6mm dia fully threaded hanger rod up to 1000mm length and L-shape level adjuster of size 76x25x25x1.6mm fixed with grid and Z cleat of size 25x37x25x1.6mm thick or even bigger size dash fastener if required, fixed with Galvanised iron perimeter wall angle of size 24 X 24 X 0.40 mm of length 3000mm to be fixed on periphery wall/ partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall S.S. screws. The work shall be carried out as per specifications, drawings and as per directions of the Engineer-in-Charge: 10.537 With 15 mm thick tegular edged light weight calcium silicate false ceiling tiles. 10.538 Providing services & assitance for emergency works like VIP visits, Audit job requirements, during disaster drills, offsite & onsite mock drills, unplanned plant shutdowns & for purely labour oriented jobs, TPM visit related jobs, at debris yard to ensure orderly dumping, heavy monsoon plant emergency handling jobs, periodic flushing of drinking water network, dechocking of sanitary/plumbing networks, sanitary/plumbing related assistance services, board/poster fixing on walls, emergency assistance service to other departments as per urgent requirement of management etc. and any other jobs which are not covered under any other SOR items but essentially required for effective and smooth execution of other civil repair & maintenance jobs at site as per the direction & instruction of EIC. (Note : Unit EA refers to carry out the above activities for eight working hours a day excluding any break) 10.539 (I) Unskilled Nature 10.54 Providing locally available 1st class brick on edge linning in cement mortar 1:4 (1 cement : 4 sand) for slopes of trapizoidal ditches, in pavements etc laying in herring bond pattern with a course of full brick length at every 3 mtr. or in consonance with the drawing including dressing the slope of the ditches before lining, curing, scaffolding etc, complete for all length and depth.(cement free issue by IOCL) 10.541 Removal of creeper from fencing upto 3.50 m height including cleaning the bottom of fencing by cutting roots of unwanted shrubs etc complete including disposal as per direction of EIC 10.542 Cleaning of AC gutter, GI Gutter, RCC duct, rain water pipe, AC pipe etc. for all height including supply of all tools & tackles & disposal of waste materials to disposal yard as per direction of EIC. 10.543 Supplying and fixing 150mm dia PVC rain water pipes with holder bat clamps including fixing or embedding in brick or concrete wall, columns ,supplying and fixing with necessary socket,bend, Tee,Elbow etc and scaffolding for all height etc complete. 10.544 Repair of drinking water pipe lines, toilet fixtures, water taps, bib cock, stop cocks, pillar cock or any other plumbing fixtures etc complete with all labours, tools, tackles and small consumables like etc. 10.545 Providing and fixing rust proof expansion fasteners of approved manufacturer of expansion dowel and / or expansion sleeve type , at specified position in concrete floors , roof beams & columns etc.for all heights according to approved manufacturer specification using necessary tools specified by manufacturer & approved by the EIC , including nuts washers, and bolts , necessary scaffolding, drilling of the holes with electric drill ,scaffolding with all labour material complete of following sizes 10.546 (A) 8 mm dia bolts 10.547 (B) 12 mm dia bolts 10.548 Supplying and fixing in position approved quality and make 15 mm dia CP brass pillar cock of heavy grade / duty including connections etc complete. 10.549 Collection of all kinds of scrap steel materials like structural steel, reinforcement bars, pipes, rails, fabricated steel items, gates, fencing posts, manhole covers, or any other steel articles lying unclaimed inside plant area including loading, transportation and unloading in BRPL steel scrap yard etc complete as directed with supply of all labour, tools, tackles, equipments etc for collection, segregating , loading, unloading as directed by EIC. Payment shall be made on tonne basis for which unloaded and loaded trucks shall have to be brought to warehouse weighbridge for weighing. 10.55 Arranging cess pool van for sucking & empting out septic tank sluge & disposal at a distance in pit as directed by EIC. Payment will be made on per trip basis of capacity 3000 litres approx. 10.551 Providing EARTH EXCAVATOR (JCB) with driver & helper for variousmiscellaneous civil works viz. uprooting of big bushes, shifting &removal of debris removal of earth heaps, cleaning of road blocks ,excavation of earth any other work inside & out side Refinery includingcost of diesel and other consumables etc. complete as per the directionof Engineer-in-charge. 10.552 Trimming of trees of all sizes of girth including cutting of tree branches as per direction of EIC & disposal of cut branches in to disposal yard inside plant area. 10.553 P. Trap CI 100mm 10.554 Bottle Trap 32mm 10.555 Labour charges for collecting, removal and disposal of oily sludge/muck etc. in liquid semiliquid or in solid form or mixed together from any pit like outpit of tanks including pits made for tank cleaning, guard basins, oil separators etc. and / or sludge / muck collected from inside tanks including all loading, unloading transportation and disposal in melting pits and / or sludge pits or in disposal ground anywhere within owners premises and all lift, removing oil spillage during transporting by spreading sand, scraping the area etc. complete with all labour, tools and tackles, transport etc. as per direction of the Engineer-in-Charge. 10.556 RETRO REFLECTIVE SIGNAGE WORKS Providing and fixing RETRO REFLECTIVE signboard made out of 14SWG Aluminium sheet, face fully pasted with ENGINEERS GRADE retro reflective sheeting as per IRC-67-2001 along with letters, numerals, logo, symbols, boundary lines etc. as per colour scheme as approved by Engineer-in-Charge. The backside of Al sheet to be grey stove enamel painted with proper clamp arrangements for fixing on structures, overhead structures etc. (Structural works to be paid separetly). Average spacing between two letters as per IRC-67-2001 10.557 Providing and installation of flex board of make LG/STAR with computerized printing of letters and figures including steel frame of ISA 50mm * 50mm * 5 mm thk or MS hollow pipe 1 inch dia all around the board and at 3 m centre to centre in case of bigger size board, all labour, tools and tackles complete. The rate includes providing flex board, printing, providing steel support structure, transportation of the material, fixing the board with wire, screws or J hooks as required at position, all complete as per direction of Engineer-in-charge. 10.558 Supplying and fixing of fluorescent tape 10.559 Providing and fixing of Chicken Wire mesh of 12.5 mm opening size & 28 SWG including Fixing,labour,tools & tackles all complete as per direction of Engineer-in-charge. 10.56 design painting on all surface at all height with Luxol High Gloss synthetic enamel paint of M/s Berger Paints/ Apcolite of M/s Asian Paint/ Brolac of M/s J & N of any colours as directed by the Engineer-in-Charge including lettering if required with all labour and material complete. 10.561 Providing & applying HERITAGE or approved equialant brand textured surface coating with lacquer finish in one coat over cement plastered surface including surface preparation , mixing , application , curing etc. all complete as per manufacturers instruction. Providing & appliying granular type surface coating of Extension grade of approved shade. 10.562 Pumping out of water including dewatering oily water mixed with muck / sludge etc. from foundation trenches, ponds, depressions etc. by contractors own pump with all labour, hoses, consumables, fuel etc. complete as per the direction of the Engineer-in-charge. Note: This item shall be operated only after getting the approval of the Engineer-in-charge. This item shall be included only when Dewatering/ Pumping out of water is not included in any other item. (This item pertains to only such pumping of water as is envisaged at the time of tendering and do not include those that need be covered under contractual risk). 10.563 From ponds, pits, trenches etc. where volume is not measurable. Note: Unit of measurement is H (hour) which shall be measured as number of hrs. of pump running per horse power (HP) of pump used. 10.564 Providing and bunding with sand filled bags for maintaining and diverting the flow of water, for arresting breaches or making bunds, protection walls etc. wherever required as per the direction of Engineer-in-Charge including necessary collection and filling sand and stitching the bags, carting to site of work to any distance, keeping in position as directed, plugging holes, pading with all labour, materials, tools, plants etc. complete. 10.565 When sand is to be supplied by contractor. 10.566 Labour charges for fabricating & erecting structural steel work such as trusses, purlins, sagrods, bracings, gates or other miscellaneous fabrications in built-up section including cutting, hoisting,fixing in position, revetting, bolting and welding of joints from joists, angles, channels, flats, round bars, plates with all necessary labour & consumables like welding rods, gas and scaffoldings complete as per the directions of engineer-in-charge (Only structural steel is to be supplied by IOCL free of cost). 10.567 Labour charges for in-situ welding of MS fittings and fixtures like stoppers, handles, stays, safety bars, hinges etc. to existing steel windows at various places (excluding the cost of fittings and fixtures). 10.568 Supplying, fitting & fixing UPVC pipes A - Type and fittings conforming to IS : 13592-1992 with all necessary clamp nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc. if necessary and mending good damages including joining with jointing materials (Spun Yarn, Valamoid/Bitumen/M-Seal etc.) complete. 10.569 160 mm Dia. UPVC pipes 10.57 160 mm Dia. UPVC pipe bend, 87.5 degree 10.571 UPVC pipe shoe, 160 mm Dia. 10.572 Supplying, fitting & fixing UPVC pipes A Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn ,Valamoid/Bitumen/M-Seal etc) complete. 10.573 UPVC fittings- Plain Tee- 160mm dia 10.574 UPVC fittings- Plain Y- 160mm dia 10.575 Barricading work (Supply & Erection) Supply at site approved quality & grade (as YST 32 as per IS : 1161) medium weight MS black scaffolding pipes. The distance between two consecutive vertical pipes shall be 2 Metre. c/c and the distance between two horizontal pipes shall be 1 Metre. c/c for front face of CGI sheet covering face of the scaffolding whereas distance in both the directions shall be 2 metre. for the back face of the scaffolding. The distance between two faces of double scaffolding shall be 4 Metre. and all the vertical pipes shall be inserted by 1 Metre. below the existing ground surface. The scaffolding pipes shall be connected firmly with each other through iron clamps, hooks etc. and the whole scaffolding work shall be stiffened by providing gunny-ropes, pegs etc. complete as per drawings, specification & direction of Engineer-in-charge to ensure the stability of the whole structure. Maintenance of the total scaffolding and stiffening works shall be done by the contractor till all the hot jobs are completed and for that regular and routine checking of clamps, hooks, tightening etc. shall be done by the Contractor as directed by Engineer-in-charge Measurement and payment of the item executed will be made on Sq. M area basis and this Sq. M area will be obtained by multiplying one longer edge of plan of the scaffolding work and its clear height above the ground surface. The Contractor shall demolish carefully all the scaffolding & stiffening materials after completion of all hot jobs and take back all the materials by him/them. 10.576 CGI Sheets Supplying the CGI sheets of not less than 22 gauges and approved make & quality (CGI sheets shall be supplied by the Contractor at his own cost) and transporting the same to worksite at Haldia Refinery and erecting and fixing the same in walls., vertical scaffoldings, roofs etc. by means of CGI J or L hooks, 8 mm diameter CGI Plain and bitumen washers etc. The fixing of CGI sheets with vertical and horizontal scaffoldings shall be well tight and 10 cm over lapping between any adjacent CGI sheets. The Contractor shall arrange for regular and routine checking of fittings, fixing fixtures of CGI sheets with the scaffoldings and shall also repair all the damages till the hot jobs for the proposed tanks are completed. The Contractor shall dismantle al the CGI Sheets carefully and take back the same by him/them after all the hot jobs are completed. Measurement & payment of this item shall be made against the net area of the work done. Note : After completion of hot job entire materials like CGI sheets scaffolding pipes, clamps etc. shall be taken out by the contractor. 10.577 Providing and fixing 15 mm nominal bore C.P brass Pressmatic pillar cock with auto closing system for wash basins. 10.578 Tack Welding (Length of 1 tack is 10 mm) CS to CS Tack Welding. 10.579 Dismantling of existing sanitary and Kitchen fittings i.e. European/Indian WC, Wash basins, Urinals, Low-level cistern / bath tub / Kitchen sinks etc including stacking of useful materials near the site & disposal of unserviceable material within 100-m lead, all complete as per directions of engineer-in-charge. 10.58 Supplying all materials preparing surface and applying of acrylic co polymer admixture of any approved make on steel surface in any portionat any height including hire charges of scaffolding and also mixing the compound with cement concrete in proportion as recommended by the manufacturer or decided by the Engineer-in-Charge all as per specification and direction of the Engineer-in-Charge with all labour and materials complete. 10.581 Removing of damaged floor/shelve topping area by chipping and chiseling thoroghly upto a thickness of 25mm without damaging base concrete of existing damaged floor topping including disposal of chipping materials upto a distance of 500M or as directed 10.582 Supplying SAFE CURE Barricading tape of length 250 m or equivalent as and when required basis as per direction of SIC/EIC. 10.583 Supplying UltraTarp PE of thickness 120 Gsm or equivalent as and when required basis as per direction of SIC/EIC. 10.584 Providing & laying Adhesive Rubber base ( Mahindras M-Seal or equivalent) with all labour & materials complete as direction of Engineer-in-Charge. 10.585 Providing and fixing unplasticised-PVC pipe(160mm) clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 ( 1 cement : 4 coarse sand ) and making good the wall etc. complete. 10.586 Fixing on wall face unplasticised -Rigid PVC rain water (160mm diameter single socketed pipes)pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm gap for thermal expansion. 10.587 Providing and fixing 75MM DIA HDPE pipes (PE-80,PN-6 rating) having thermal stability for hot & cold water supply including all HDPE plain / threaded fittings, this included leak proof jointing of pipes and fittings, trenching , refilling & testing of joints complete as per direction of Engineer-in-charge. 10.588 Providing and fixing 110MM DIA HDPE pipes (PE-80,PN-6 rating) having thermal stability for hot & cold water supply including all HDPE plain / threaded fittings, this included leak proof jointing of pipes and fittings, trenching , refilling & testing of joints complete as per direction of Engineer-in-charge. 10.589 Providing and operating Earth Excavator of 01 Cum(POCLAIN) on hourly basis with driver & helper for various miscellaneous civil works viz.uprooting of big bushes, shifting & removal of debris removal of earth heaps, cleaning of road blocks,drain cleaning works,excavation of earth any other work inside & outside Refinery including cost of diesel and other consumables etc. complete as per the direction of Engineer-in-charge. 10.59 Supply of Protective Tape for miscellaneous use as per direction of the EIC. 10.591 Supply of 22 SWG GI binding wire as per direction of the EIC. 10.592 Supply of Wheel of 75 mm dia. 40 mm wide as per direction of the EIC. 10.593 Clearing the area of grass, rank, vegetation, wild growth bushes,trees and plants up to 30 cm. girth measured at a height 1.0 m above ground level from roadside berms, under side of pipelines, under the structures, tank farms, drains, railway exchange yard etc. including removal of grass, plants and rubbish etc. by cutting with Darant/sickle(hansua) etc completely near to ground level (The Darant/sickle(hansua) etc. completely near to ground level (The shoots remaining should not be more than 5cm in height) as per directions of engineer-in-charge and collecting all cut grass, vegetation etc. and bundling in to heaps and disposing at earmarked places only within a lead of 3 km with contractors own transport with all tools, tackles, labour etc. complete as per specifications and directions of Engineer-in-Charge. 10.594 Providing and fixing Helix Concertina Coil SS304- 600 mm dia 6 meter openable length having 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angle X shaped 2.4 m or 3.00 m apart and with 9 horizonatal R.R.W Razor Runner Wire stud tied with SS304 anti theft nut & bolt nut and dove tail clips to retain horizontal including necessary tied to steel angle section all complete as per direction of Engineer-in-charge with Razor Runner Wire (RRW) Barbed tape is wrapped 230° around 2.5mm core wire of high tensile strength of 110 kg/ sq.mm with (0.40mm Thick ) and weight 75 gm/meter Tape Material: SS304 - | 19 mm (+/- 1) wide prior to forming Core Material: HTSS - 2.50 mm diameter (cost of M.S. angle and concrete to be paid separately) 10.595 Providing and fixing with horizontal lines and two diagonals interwoven with horizontal wires, of SS304 barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with S.S. staples, turn C clips etc. complete.

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