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| 1 | CIVIL WORKS |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed by the Engineer-in-Charge:In all kinds of soil |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to all leads, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 5 | Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to designated location/ approved municiple dumping ground for lead up to 10 Km and for all lifts, complete as per directions of the Engineer-in-Charge. [Note: This item shall also be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicles of 3.5 cum or more.] |
| 6 | Surface dressing of the ground in all kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, all works up to any lead & lift as directed by the Engineer-in-Charge. |
| 7 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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] |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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 | Centering and shuttering including strutting, propping etc. and removal of formwork for :Foundations, footings, bases for columns |
| 11 | Centering and shuttering including strutting, propping etc. and removal of formwork for :Columns, piers, abutments, pillars, posts and struts |
| 12 | 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 :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] |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level :Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 15 | 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 mortar 1:4 (1 cement : 4 coarse sand) |
| 16 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 17 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer\"s specification :Two or more coats on new work |
| 18 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 19 | 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 :One coat |
| 20 | 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 :Two coats |
| 21 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer |
| 22 | 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. |
| 23 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 24 | Applying priming coat of:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. |
| 25 | Applying priming coat of:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat). |
| 26 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 27 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 28 | Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work:100 mm diameter pipes |
| 29 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 30 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. |
| 31 | 12 mm cement plaster of mix :1:4 (1 ceme |
| 32 | 12 mm cement plaster of mix :1:6 (1 cement : 6 fine sand) |
| 33 | Neat cement punning. ( Providing a floating coat of neat cement punning of thickness 1.5mm on existing plastered surface including roughening the existing surface, makingsmooth the surface as directed with all labour and materials complete. ) |
| 34 | Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge. |
| 35 | 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 directions of the Engineer-in-Charge. :With stainless steel cover plate minimum 1.25 mm thickness |
| 36 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. |
| 37 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. |
| 38 | 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 the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge] |
| 39 | Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] |
| 40 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 41 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) |
| 42 | \"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. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.] |
| 43 | \"Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead : \"For thickness of tiles 10 mm to 25 mm |
| 44 | \"Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 45 | \"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 the directions of Engineer-in-Charge : \"15 mm to 40 mm nominal bore |
| 46 | \"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 the directions of Engineer-in-Charge : \"Above 40 mm nominal bore |
| 47 | \"Providing and fixing C.P. Brass 32 mm size Bottle Trap of approved quality & make and as per directions of the Engineer-in-Charge. |
| 48 | \"Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 49 | \"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 :\"Rectangular shape 453x357 mm |
| 50 | \"450 mm long towel rail with total length of 495 mm, 78 mm width and effective height of 88 mm, weighing not less than 170 gms. |
| 51 | \"Providing and fixing 100mm wide Vertcal Fabric Blind system of VISTA/ MAC/ TRAC of approved make & shades complete along with standard accessories in required design/ shade as per manufacturer\"s recommendations, specification and directions of the Engineer-in-Charge. |
| 52 | \"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 require :\"White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar ta |
| 53 | \"External Work: 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 directions of the Engineer-in-Charge :\"40 mm nominal dia pipes |
| 54 | \"External Work: 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 directions of the Engineer-in-Charge \" 50 mm nominal dia pipes |
| 55 | \"External Work: Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. :\"15 mm dia nominal bore |
| 56 | \"External Work: Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. :\"25 mm dia nominal bore |
| 57 | Providing and erecting 2.0 metre high temporary barricading at site; each panel of size 2.5m x 2.0m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/ horizontal members/ bracings covered with 1.63mm thick MS Sheet. The steel shall be fixed with 30x5mm MS flat by suitable welding/ riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of the Engineer-in-Charge. [Note: One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on completion of the work]. |
| 58 | \"Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [Note: Volume of cattle manure measured in stacks will reduced by 8% for payment]. |
| 59 | \"Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material, consolidation, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, dump manure and/or good earth shall be paid separately under relevant item of SOR]. |
| 60 | \"Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/ and manure before and after flooding trench with water. [Note: The rate is excluding cost of imported earth, sludge or manure]. |
| 61 | \"Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos (3 Nos horizontal & 4 Nos vertical “U“ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of the Engineer-in-Charge.\"Top inside diameter 35 cm, outer bottom diameter 25 cm, total height 35 cm with wall thickness of 25.4 mm |
| 62 | \"Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos (3 Nos horizontal & 4 Nos vertical “U“ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of the Engineer-in-Charge.\"Top inside diameter 30 cm, outer bottom diameter 20 cm, total height 30 cm with wall thickness of 25.4 mm |
| 63 | \"Filling of the following size empty pots with mixture of good earth & manure in the ratio of 2:1 (2 parts of Good Earth & 1 part of Manure) and placing them on approprite place including carriage of earth, manure and pots up to 50 metre, as per direction of the Engineer-in-Charge. [Note: The cost of good earth, earthen pots & manure will be paid seperately].\" 25cm (Bottom) Size of empty pots 35 cm top diameter, 25 cm bottom diameter & 35 cm perpendicular height |
| 64 | \"Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 65 | \"Providing and laying Neelgiri/ Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, complete as per direction of the Engineer-in-Charge. |
| 66 | \"Providing & laying Selection No. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly, complete as per direction of the Engineer-in-Charge. |
| 67 | \"Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supply and filling of good earth, if required during maintenance period. [Note: The grass and good earth shall be paid for separately under relevant item of SOR] :\"In rows 5 cm apart in both directions |
| 68 | \"Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supply and filling of good earth, if required during maintenance period. [Note: The grass and good earth shall be paid for separately under relevant item of SOR] :\"With grass Turf |
| 69 | \"Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of earth measured in stacks will be reduced by 20% for paymen |
| 70 | \"Anti-termite treatment of lawn area using PREMISE 30.50% IP. One litre PREMISE diluted in 499 litres of water and applying solution @ 1.00 litre per sqm of lawn or bed area (two applications are required) including cost of chemical complete as per directions of the Engineer-in-Charge. |
| 71 | Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway 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 course 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, all complete as per manufacturer\"s specifications & directions of the Engineer-in-Charge :60 mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
| 72 | \"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 directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.] |
| 73 | \"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 directions of the Engineer-in-Charge |
| 74 | \"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 directions of the Engineer-in-Charge. [Note: Old CC paver blocks shall be supplied by the department free of cost]. |
| 75 | \"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 directions of the Engineer-in-Charge. |
| 76 | 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 directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Old kerb stones shall be supplied by the department free of cost.] |
| 77 | 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 the directions of Engineer-in-Charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre. [Note: Cost of M.S. angle, C.C. blocks shall be paid separately]. |
| 78 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the directions of the Engineer-in-Charge. |
| 79 | Supply of well rooted potted fresh plants of selected variety of flowering avenue tree & fruit trees of good shape size with several branches in good condition including carrying ,loading ,unloading as per direction of EIC |
| 80 | Supply of well rooted potted fresh plants of dropping Ashok size in good conditions including carrying loading ,unloading as per direction of EIC |
| 81 | Supply of well rooted potted fresh plants of selected varities of roses in good condition including carrying ,loading unloading as per direction of EIC |
| 82 | SUPPLY ITEMS UNDER HOUSKEEPING |
| 83 | Liquid hand wash dettol (200 ml) |
| 84 | Toilet Air freshner Odonil (50 gram fo |
| 85 | Harpic toilet cleaner(500 Ml) |
| 86 | Liquid phenyl for office floor cleaning |
| 87 | Napthalene Balls |
| 88 | Cleaning acid(Muritac acid)for bathroom |
| 89 | Cleaning duster |
| 90 | CoConut Bamboo broom |
| 91 | Green brass broom (Full jhadu) |
| 92 | Mopping cloth |
| 93 | Mopping Buckket |
| 94 | Floor wiper |
| 95 | Room freshner |
| 96 | Collins mirror cleaning (500ml) |
| 97 | Hand towel for toilet |
| 98 | Toilet cleaning brush |
| 99 | Mosquito repellent and machine (good nig |
| 100 | Office room Dust bin |
| 101 | Outdoor dustbins |
| 102 | SERVICE ASSISTANCE IN HOUSKEEPING |
| 103 | Regular maintenance of garden & lawn, trees, shrubs & flower pots including weeding out of all undesirable growth, watering, forking, including dressing of shrubs, hedges, trees & mehndi plants & cutting if required as per direction of EIC. |
| 104 | Forhandling of official documents andfor miscellenous activitieslike serving of tea & snacks to guests at ERPL Motihari station |
| 105 | 1. For cleaning of Control & Equipment rooms, containing electrical and T&I Panels, Battery banks etc. (Service area-200sqm)2. For cleaning of Process piping area , which is having MFMs, density meter, Basket Strainers , Scrapper receiving & launching barrels to maintain the healthiness of Valves, Piping and important devices and to run smooth operation.( Service area approx- 2500 sqm)3. For cleaing of around 800x5 square meter RCC Road.( Service area- 4000 sqm)4. For cleaing of floorings, toiletries, urinals etc. and other allied activities to make the office & operation environment hygienic.(Toiletries : 10 nos , Urinal;s - 15 nos, Floor area: 500sqm) |
