proposed modern seed godown germ plazm store, scientist / p.i. chamber, toilet etc. for center of excellence for wheat at c.s.a. agriculture university in district kanpur (u.p.) - proposed modern seed godown germ plazm store, scientist / p.i. chamber, toilet etc. for center of excellence for wheat at c.s.a. agriculture university in district kanpur (u.p.) 2 excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the engineer incharge up to a distance of 30 meters from the foundation trenches. 3 filling of cartedearth. 4 providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work,in foundation and floors. 5 local sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour t & p etc required for proper completion of work. 6 providing and injecting chemical emulsion for postconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per i.s.6313 (partii 1981) alderine emulsifiable concentrate or any other approved material such as heptrachlor or chlordane will be used. the rate of application of chemical emulsion shall be as follows : (1) treatment for masonary & foundation 5 liters per sqm. (2) back fill in immediate contact with foundation 7.5 liters/sqm (3) treatment of top surface of plinth filling 5 liters/sqm (4)treatment junction of wall and the floor 7.5 liters /sqm (5) treatment of soil along external perimeter of building 7.5 liters/sqm (6) treatment of soil under apron along external perimter 5 liters/sqm. (as per manufacturers standard dilution) 7 r.c.c. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 bwg binding wire and excluding necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than m-20. 8 as in item no. 6 above but for slabs (using 1:1.5:3 mix concrete) 9 as in item 6 but for thelighterbeams i.e. having spans upto 6 m. (using 1:1.5:3 mix concrete) upto plinth lvl 10 as in item 6 but for thelighterbeams i.e. having spans upto 6 m. (using 1:1.5:3 mix concrete) above plinth lvl 11 as in item 6 abovebut inr.c.c.raft foundation and footingwithapproved stone ballast.(using1:1.5:3mix concrete) 12 as in item 6 above but in r.c.c. columns in 1:1.5:3 having strength not less than m-20. upto plinth lvl 13 as in item 6 above but in r.c.c. columns in 1:1.5:3 having strength not less than m-20. above plinth lvl 14 m-150 brick work in 1:6 (one cement and six course sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and t & p etc required for proper completion of the work. 15 applying a coat of residual petroleum bitumen of grade of vg-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 16 m-150 brick work in 1:6 (one cement and six course sand of 2.25 fineness modulus) mortar in super-structure above plinth level includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. 17 p/f (fe-500) mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 18 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) 19 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 course sand 20 15mm cement plaster in on outer side of brick wall including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 course sand. 21 making grooves 10 to 12 mm wide x 8 mm deep in plaster of the wall or in ceiling vertically or horizontally as required. 22 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturers specifications. this includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 23 15 mm thick cement plaster in dado/ skirting in 1:3 consisting of one part of cement and 3 part of approved coarse sand laid in panels, finished with 3mm floating coat of neat cement and marble dust in ratio of 5:1 including supply of all materials labour t & p etc. required for proper completion of the work. 24 cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 25 mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. (a) providing & fixing of hold fast for chaukhatsof doors and windows. 26 (b) providing & fixing of door / windows grill. 27 (c) z-section steel windows 28 providing & laying in cement concrete 1:2:4 of not less than strength of m-150 stone ballast 20mm nominal size (1 cement : 2 coarse sand : 4 graded stone grit) and curing complete including cost of formwork in foundation and floors. 29 fixing of door, windows/ventilators chaukhats in position. ventilator chaukhats 30 distempering (two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as berger,j&n, shalimar, asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. 31 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade. new work (two or more coats applied @ 1.25 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 32 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. 33 painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as luxol3,hi-gloss apcolite superlac, dulux specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 34 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 35 construction of drain along with apron. 36 supplying and fixing rolling shutters of approved make, made of required size m.s. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to is: 4454 - part 1 and m.s. top cover of required thickness for rolling shutters. 80x1.25 mm m.s. laths with 1.25 mm thick top cover 37 providing and fixing ball bearing for rollong shutters. 38 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 10mm gap for thermal expansion. 160mm dia 39 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 1 m x1 m x 400 micron, finished with 12 mm 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. 40 centering & shuttering including supply of all materials, labour and tools and plants etc, required for proper completion of the works. lintel 41 centering & shuttering including supply of all materials, labour and tools and plants etc, required for proper completion of the works. slab 42 centering & shuttering including supply of all materials, labour and tools and plants etc, required for proper completion of the works. beam 43 centering & shuttering including supply of all materials, labour and tools and plants etc, required for proper completion of the works. column 44 centering & shuttering including supply of all materials, labour and tools and plants etc, required for proper completion of the works. footing 45 wiring points for light with 1 sqmm.fr pvc insulated multistrand single core copper condutor cable in pvc conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.fr pvc insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. 46 same as item no.(44) but for fanandlight duty exhaust fan. 47 supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm fr pvc insulated 1100 v grade single core multistrand copper conductor cable in existing pvc conduit complete, including supply of all material, labourand t&p etc. required for proper completion of the work as directed by engineer i/c. 48 supply and wiring of submain 2 number 4 sqmm . fr pvc insulated 1100 v grade multistranded single core copper conductor cable in heavy duty 20mm dia pvc conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm fr pvc insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 49 supply and wiring of submain in pvc insulated 1100 v grade single core copper conductor cable in heavy duty pvc conduit partly laid in slab along with reinforcement before concreting withcopperearth continuity wire etc. complete in all 4 x 10sqmm 50 erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 51 s/f of led tube light with batten suitable for up to 1x22 watt led tube light fitting including tube on suraface complete in all respect. cat-aaa 1x22 watt. 52 construction of recess distribution board of all sizes including cutting of brick work providing lintel of suitable size & thickness plastering etc. with supply of all materials, labours, t & p etc. required for proper completion of work. 600x480x200 mm. size 53 supply and fixing of factory fabricated m.s. box in existing sunk with godrej type almirah cover with handle etc. fabricated from 18 swg m.s. sheet duly painted with red oxide primer followedby two coats of synthetic enamel paint complete with necessary conduit entry and dp/tpn; fixing arrangement and provision for compartment for loose wires, openable housing on the top and hold fast etc. including supply of all material, labour and t & p etc. required for proper completion of the work. 600x480x200 mm. size 54 supply and fixing of flush/surface mounting distribution boards complete in all respects. 6 way tpn cat-a 55 supply and fixing of 240 volts l series miniature circuit breaker 9 k.a / 10 k.a.in existing mcb, db complete with connections as required. 5 - 32 amps. cat-a 56 supply fixing and making connection of following fpmcbs complete in all respects as per direction and satisfaction of engineer-in-charge. 40 amp. 4 pole mcb cat-a 57 supply and fixing of power plug with 15a/250 v flush type switch and 3 pin 15 a/250v flush type socket in suitable m.s. box of 175mmx100x50mm size switch bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer. 58 supply and fixing single pole mcbs blanking plate complete in all respects. cat-b 59 supply and burying of 600mm x 600 mmx6mm g.i. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm g.i.pipe and funnel for watering and two earthing leads of no.8to10swg g.i.wire in 15mm diag.i. pipe upto switch board (from apron to switch board the cost of g.i. pipe and g.i. wire will be extra) 30cm. square c.i. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects. 60 supplying & laying of 25mmx3mm g.i. strip for earthing purpose as required complete in all respects. 61 supply & fixing of two number 8 swg g.i. wire for earthing purpose as required complete in all respects. 62 supply and laying of aluminium conducter, pvc insulated armoured, served, sheeted cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on m.s. clamps etc. of suitable size.as per direction of engineer-incharge.complete in all respect the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 50 sqmm3.5 core 63 supply & fixing of brass nickle plated compression gland for pvc insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. the armouring of the cable shall be properly connected with the earth as per direction of engineer-incharge. 50 sqmm3.5 core 64 supplying and fixing of palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of engineer-incharge. 50 sq.mm 65 supplying and fixing of palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of engineer-incharge. 25 sq.mm 66 supply and fixing of led street light fitting having diecast aluminium body and diffuser/reflector with driver set suitable for 75 watt to 90 watt confirming to ip 65 protection complete in all respect. cat-aaa (philips/ havells) 67 supplying, installation, testing and commissioning of surface/ recess mounting, vertical type, 415 volts, tpn mcb distribution board of sheet steel, dust protected, duly phosphatized and powder painted, inclusive of 125 amps tinned copper busbar, common neutral link, earth bar, din bar for mounting mcbs, detachable gland/ knock out plate, and with 125 amps,mcb as incomer interconnection between incomer mcb and busbars of following ways : main distribution board 4way vertical type distribution board incomer :-125amp. tpn. mccb outgoing 40amp. tpn. mcb -6 nos. 68 providing and laying unplastisized rigid pvc pipe conforming to is:13592 type a including jointing , cuttingand making good the walls & floors as per requirement. 150mm 69 supply & fixing of fire extinguisher, abc type 6.00 kg. capacity(isi marked is:15683 & tac approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.pwd-2018-1131 (a) 70 supply & fixing of co2 type fire extinguisher,6.5 kg. capacity(isi marked is:2878 & tac approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.pwd-2018-1132 (a) 71 excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the engineer incharge up to a distance of 30 meters from the foundation trenches. 72 filling of cartedearth. 73 providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work,in foundation and floors. 74 local sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour t & p etc required for proper completion of work. 75 providing and injecting chemical emulsion for postconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per i.s.6313 (partii 1981) alderine emulsifiable concentrate or any other approved material such as heptrachlor or chlordane will be used. the rate of application of chemical emulsion shall be as follows : (1) treatment for masonary & foundation 5 liters per sqm. (2) back fill in immediate contact with foundation 7.5 liters/sqm (3) treatment of top surface of plinth filling 5 liters/sqm(4)treatment junction of wall and the floor 7.5 liters /sqm (5) treatment of soil along external perimeter of building 7.5 liters/sqm (6) treatment of soil under apron along external perimter 5 liters/sqm. (as per manufacturers standard dilution) 76 r.c.c. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 bwg binding wire and excluding necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than m-20. 77 as in item no. 75 above but for slabs (using 1:1.5:3 mix concrete) 78 as in item 75 but for thelighterbeams i.e. having spans upto 6 m. (using 1:1.5:3 mix concrete) upto plinth lvl 79 as in item 75 but for thelighterbeams i.e. having spans upto 6 m. (using 1:1.5:3 mix concrete) above plinth lvl 80 as in item 75 abovebut inr.c.c.raft foundation and footingwithapproved stone ballast.(using1:1.5:3mix concrete) 81 as in item 75 above but in r.c.c. columns in 1:1.5:3 having strength not less than m-20. upto plinth lvl 82 as in item 75 above but in r.c.c. columns in 1:1.5:3 having strength not less than m-20. above plinth lvl 83 m-150 brick work in 1:6 (one cement and six course sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and t & p etc required for proper completion of the work. 84 applying a coat of residual petroleum bitumen of grade of vg-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 85 m-150 brick work in 1:6 (one cement and six course sand of 2.25 fineness modulus) mortar in super-structure above plinth level includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. 86 p/f (fe-500) mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 87 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) 88 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 course sand 89 15mm cement plaster in on outer side of brick wall including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 course sand. 90 making grooves 10 to 12 mm wide x 8 mm deep in plaster of the wall or in ceiling vertically or horizontally as required. 91 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturers specifications. this includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 92 15 mm thick cement plaster in dado/ skirting in 1:3 consisting of one part of cement and 3 part of approved coarse sand laid in panels, finished with 3mm floating coat of neat cement and marble dust in ratio of 5:1 including supply of all materials labour t & p etc. required for proper completion of the work. 93 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 (size of tile 600x600 mm) 94 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 1:3 (1 cement : 3 coarse sand), including grouting the joints with white cement and matching pigments etc., complete ( size of tile 600x600 mm) 95 cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 96 providing & fixing isi marked flush door shutters conforming to is: 2202 (part-i) non-decorative type, core of block board construction with frame of ist class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (a) 35mm thick including isi marked stainless steel but hinges with necessary screws. 97 mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.(a) providing & fixing of hold fast for chaukhatsof doors and windows. 98 (b) providing & fixing of door / windows grill. 99 (c) z-section steel windows 100 (d) angle iron door chaukhat 40*40*5 101 providing & laying in cement concrete 1:2:4 of not less than strength of m-150 stone ballast 20mm nominal size (1 cement : 2 coarse sand : 4 graded stone grit) and curing complete including cost of formwork in foundation and floors. 102 fixing of door, windows/ventilators chaukhats in position. a) door chaukhats 103 (b) window chaukhats 104 distempering (two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as berger,j&n, shalimar, asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. 105 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade. new work (two or more coats applied @ 1.25 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 106 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. 107 providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 108 providing & fixing oxidised m.s. sliding door bolts isi marked with nuts and screws etc complete. (a) 250mm x 16mm . 109 p&f oxidised m.s. towerbolts with necessary screws etc. complete (a) 250 mm x 10mm 110 (b) 200 mm x 10mm 111 providing and fixing oxidised m.s. handles with screws etc. complete (a) 125 mm 112 painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as luxol3,hi-gloss apcolite superlac, dulux specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 113 same as item 111 above but on new wood surface. 114 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 115 construction of drain along with apron. 116 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 10mm gap for thermal expansion. 160mm dia 117 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 1 m x1 m x 400 micron, finished with 12 mm 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. 118 centering & shuttering including supply of all materials, labour and tools and plants etc, required for proper completion of the works. lintel 119 centering & shuttering including supply of all materials, labour and tools and plants etc, required for proper completion of the works. slab 120 centering & shuttering including supply of all materials, labour and tools and plants etc, required for proper completion of the works. beam 121 centering & shuttering including supply of all materials, labour and tools and plants etc, required for proper completion of the works. column 122 centering & shuttering including supply of all materials, labour and tools and plants etc, required for proper completion of the works. footing 123 wiring points for light with 1 sqmm.fr pvc insulated multistrand single core copper condutor cable in pvc conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.fr pvc insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. 124 same as item no.(122) but for fanandlight duty exhaust fan. 125 supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm fr pvc insulated 1100 v grade single core multistrand copper conductor cable in existing pvc conduit complete, including supply of all material, labourand t&p etc. required for proper completion of the work as directed by engineer i/c. 126 supply and wiring of submain 2 number 4 sqmm . fr pvc insulated 1100 v grade multistranded single core copper conductor cable in heavy duty 20mm dia pvc conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm fr pvc insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 127 supply and wiring of submain in pvc insulated 1100 v grade single core copper conductor cable in heavy duty pvc conduit partly laid in slab along with reinforcement before concreting withcopperearth continuity wire etc. complete in all 4 x 10sqmm 128 erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick g.i. down rod 19mm dia duly painted, complete in all respects. 129 erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 130 s/f of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16swgm.s. sheet incorporating 10mm dia, m.s. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the r.c.c. roof before concreting along with supply of all materials, labour t & p etc., for proper completion of work. 131 supplyfixingofelectronic fan regulator 120-280 v. isimarked, on the existing switch board including making connetion, required material, labour t/p etc for proper completion of work to the satisfaction of engineer in charge of work. 132 s/f of led tube light with batten suitable for up to 1x22 watt led tube light fitting including tube on suraface complete in all respect.cat-aaa 1x22 watt. 133 construction of recess distribution board of all sizes including cutting of brick work providing lintel of suitable size & thickness plastering etc. with supply of all materials, labours, t & p etc. required for proper completion of work. 600x480x200 mm. size 134 supply and fixing of factory fabricated m.s. box in existing sunk with godrej type almirah cover with handle etc. fabricated from 18 swg m.s. sheet duly painted with red oxide primer followedby two coats of synthetic enamel paint complete with necessary conduit entry and dp/tpn; fixing arrangement and provision for compartment for loose wires, openable housing on the top and hold fast etc. including supply of all material, labour and t & p etc. required for proper completion of the work. 600x480x200 mm. size 135 supply and fixing of flush/surface mounting distribution boards complete in all respects. 6 way tpn cat-a 136 supply and fixing of 240 volts l series miniature circuit breaker 9 k.a / 10 k.a.in existing mcb, db complete with connections as required. 5 - 32 amps. cat-a 137 supply fixing and making connection of following fpmcbs complete in all respects as per direction and satisfaction of engineer-in-charge. 40 amp. 4 pole mcb cat-a 138 supply and fixing of power plug with 15a/250 v flush type switch and 3 pin 15 a/250v flush type socket in suitable m.s. box of 175mmx100x50mm size switch bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer. 139 supply and fixing single pole mcbs blanking plate complete in all respects. cat-b 140 supply and burying of 600mm x 600 mmx6mm g.i. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm g.i.pipe and funnel for watering and two earthing leads of no.8to10swg g.i.wire in 15mm diag.i. pipe upto switch board (from apron to switch board the cost of g.i. pipe and g.i. wire will be extra) 30cm. square c.i. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects. 141 supplying & laying of 25mmx3mm g.i. strip for earthing purpose as required complete in all respects. 142 supply & fixing of two number 8 swg g.i. wire for earthing purpose as required complete in all respects. 143 supply and laying of aluminium conducter, pvc insulated armoured, served, sheeted cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on m.s. clamps etc. of suitable size.as per direction of engineer-incharge.complete in all respect the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 50 sqmm3.5 core 144 supply & fixing of brass nickle plated compression gland for pvc insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. the armouring of the cable shall be properly connected with the earth as per direction of engineer-incharge. 50 sqmm3.5 core 145 supplying and fixing of palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of engineer-incharge. 50 sq.mm 146 supplying and fixing of palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of engineer-incharge. 25 sq.mm 147 supply and fixing of led street light fitting having diecast aluminium body and diffuser/reflector with driver set suitable for 75 watt to 90 watt confirming to ip 65 protection complete in all respect. cat-aaa (philips/ havells) 148 supplying, installation, testing and commissioning of surface/ recess mounting, vertical type, 415 volts, tpn mcb distribution board of sheet steel, dust protected, duly phosphatized and powder painted, inclusive of 125 amps tinned copper busbar, common neutral link, earth bar, din bar for mounting mcbs, detachable gland/ knock out plate, and with 125 amps,mcb as incomer interconnection between incomer mcb and busbars of following ways :main distribution board4way vertical type distribution boardincomer :-125amp. tpn. mccboutgoing40amp. tpn. mcb -6 nos. 149 providing and laying unplastisized rigid pvc pipe conforming to is:13592 type a including jointing , cuttingand making good the walls & floors as per requirement. 150mm 150 supply and erection of ac 1200/1400 mm sweep, 230/250 volts, 50 hz ceilling fan with regulater standar down rod, blades including connection etc. complete as required 151 supply & fixing of fire extinguisher, abc type 6.00 kg. capacity(isi marked is:15683 & tac approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.pwd-2018-1131 (a) 152 supply & fixing of co2 type fire extinguisher,6.5 kg. capacity(isi marked is:2878 & tac approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.pwd-2018-1132 (a) 153 boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in is: 2800 (part i), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of engineer-in-charge. upto 90 metre depth below ground level. 154 supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized pvc medium well casing (cm) pipe of required dia,conforming to is: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of engineer-in-charge. 150 mm nominal size dia 155 supplying, assembling, lowering and fixing in vertical position in bore wellunplasticized pvc medium well screen (rms) pipes with ribs, conformingto is: 12818, including hire & labour charges, fittings & accessories etc.all complete, for all depths, as per direction of engineer-in-charge. 150 mm nominal size dia 156 supplying, filling, spreading & leveling coarse sand of size range 1.5 mmto 2 mm in recharge pit, in required thickness over gravel layer, for all leads& lifts, all complete as per direction of engineer -in-charge. 157 development of tube well in accordance with is : 2800 (part i) and is:11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity air compressor,running the compressor for required time till well is fully developed,measuring yield of well by “v” notch method or any other approved method,measuring static level & draw down etc. by step draw down method,collecting water samples & getting tested in approved laboratory, i/cdisinfection of tubewell, all complete, including hire & labour charges ofair compressor, tools & accessories etc., all as per requirement anddirection of engineer-in-charge. 158 providing and fixing m.s. clamp of required dia to the top of casing/housingpipe of tubewell as per is: 2800 (part i), including necessary bolts & nutsf required size complete. 200 mm nominal size dia 159 providing and fixing bail plug /bottam plug of required dia to the bottam of pipe assembly of tubewell as per is:2800 (part-1) 150 mm nominal size dia 160 providing and fixing c.i. sluice valve. 100 mm nominal bore. class i 161 providing and fixing g.i. pipes complete with g.i. fittings including trenchingand refilling etc. 80 mm dia nominal bore boring to building 162 providing and fixing g.i. pipes complete with g.i. fittings including trenchingand refilling etc. 80 mm dia nominal bore column pipe 163 supplyof tubewell motar pump w.h. of control panel, support wire etc. complete 2 h.p. one emergency pump .ksb/eq. 164 water supply tanker of 5000 litre capacity 165 supply and fixing of nylon jali around the slotted pipescomplete as required.up to 10 meter 166 water testing report 167 supply and laying of aluminium conductor pvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. on surface the cable run shall be fixed on m.s. clamps etc. of suitable size or as directed by the engineer-incharge ,complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 35 sq. mm 3-1/2 core 168 earth work in excavation in trenches for foundations pipes cable etc in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 50 meter and including filling, watering and ramming of excavated earthdisposal of sur-plus earth as directed by the engineer incharge up to a distance of 50 meters from the foundation trenches. (pwd-2.6.1) 169 providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors. pwd-4.1.8 170 m-150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and t & p etc required for proper completion of the work. (pwd-6.1.1) 171 providing & laying in position machine batched and machine mix design mix m-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per is : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of engineer-in-charge. note :- cement content considered in this item @ 330 kg/cum. excess or less cement used as per design mix is payable or recoverable separately. r.c.c. work upto plinth lvl (pwd-5.33.1) 172 providing and laying in position bitumen hot sealing compound for expansion joints etc. dsr- 16.46.1 *0.8222 using grade a sealing compound. 173 excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the engineer incharge up to a distance of 30 meters from the foundation trenches. 174 providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 175 class-150 brick work in 1:4 cement and coarse sand of 2.25 f.m. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand). 176 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) 177 providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4graded stone ballast 20 mm nominal size) 178 supply and erection of steel tubular pole 9.0 meters long designated 410 sp-32 in 1:3:6 cement concrete foundation including excavation, back filling etc. complete in all respects. 179 painting of the electric pole with 2 coats of aluminium paint over red oxide primer complete in all respects. 180 supply and fixing of led street light fitting die cast alluminium body and diffuser with driver set suitable for 175 to 250 watt. confirming to ip 66 protection complete in all respects. (cat-aa) 181 supply and fixing of 6 amp to 32 amp dp mcb (10ka) (legrand lexic) for poles (cat-a) 182 supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm fr pvc insulated 1100 v grade single core multistrand copper conductor cable in existing pvc conduit complete, including supply of all material, labourand t&p etc. required for proper completion of the work as directed by engineer i/c. 183 supply and laying of aluminium conductor, pvc insulated armoured, served, sheated cables 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand all around and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on m.s. clamps etc. of suitable size.10 sqmm 2.0 core 184 supply and burying of 600mm x 600 mmx6mm g.i. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm g.i.pipe and funnel for watering and two earthing leads of no. 8 to 10swg g.i.wire in 15mm dia g.i. pipe upto switch board (from apron to switch board the cost of g.i. pipe and g.i. wire will be extra) 30cm. square c.i. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects. 185 supply & fixing of two number 8 swg g.i. wire for earthing purpose as required complete in all respects. 186 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. 187 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 188 providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete :1:1½:3 (1 cement: 1½ coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 189 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. 190 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) 191 r.c.c. work in lighter beams i.e. having spans upto 6 m.(using 1:1.5:3 mix concrete) [upto plinth] 192 r.c.c. work in r.c.c. raft foundation and footing with approved stone ballast.(using 1:1.5:3 mix concrete) 193 r.c.c. work in r.c.c. columns in 1:1.5:3 having strength not less than m-20. 194 p/f mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. 195 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sand 196 finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. 197 mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks, roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.. 198 painting or varnishing work in small areas or new wood work with one coat upto one square metre of ready mixed priming paint and one coat of approed superior quality ready mixed paint or varnish including supply of all materials, labour, tools & plants etc. required for proper completion of the work. paint to be used should fonfirm the isi no. 103-1950 (m.s. works) 199 centering and shuttering including strutting, propping etc. and removal of form for : foundations, footings, bases of columns, etc. for mass concrete 200 centering and shuttering including strutting, propping etc. and removal of form for : columns, pillars, piers, abutments, posts and struts 201 centering and shuttering including strutting, propping etc. and removal of form for : lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 202 gst extra as per applicable