tender for construction work of material recovery facility ( murph ) center in nagar palika parishad sardhana- 1 mrf work center 2 excavationinfoundationinordinarysoil ( loam clay or sand ) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming ofexcavated earthintothetrenchesorintothespace between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the engineerinchargeuptoadistanceof30 meters from the foundation trenches. 3 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. 4 sand filling in plinth under floors nicluding watering ramming consolidating and dressing complete including lead up to 50m and lift up to 1.5 and including cost of sand 5 providing and injecting chemical emulsion for preconstructional 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 ) treatmentjunctionofwallandthefloor7.5 liters / sqm ( 5 ) treatmentofsoilalongexternal perimeterofbuilding 5 liters / sqm ( 6 ) treatment of soil under apron alongexternal perimter 5liters / sqm. ( as per manufacturers standard dilution ) 6 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 including 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-200.same as above but for thelighterbeams i.e. having spans upto 6 m. ( using 1:1.5:3 mix concrete ) 7 same as above but for theslab i.e. having spans upto 6 m. ( using 1:1.5:3 mix concrete ) 8 as in item 6 abovebut inr.c.c.raft foundation and footingwithapproved stone ballast. ( using1:1.5:3mix concrete ) 9 as in item 6 abovebut incolumn withapproved stone ballast. ( using1:1.5:3mix concrete ) . 10 class m-150 brick work in 1:6 cement fine sand ( of 2.25 fineness modulus ) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 11 class-150 brick work in 1:6 cementand fine sandmortar in super structure including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. 12 class-150 half brick work in 1:4 cementand coarse sandmortar in superstructure including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. 13 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 steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 14 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. 15 15mm cement plaster in single coat of rough side of single of half brick wall for exterior plastering upto floor two level including internal rounded angles chamfers, and / or rounded angles not exceeding 80mm. in girth and finished even and smooth no. extra for mixing any additive. 1 cement : 6 fine sand 16 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 ( 40 mm thick floor ) . 17 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.electric resistance or induction butt welded tubes 18 supply and fixing galvanized corrugated iron roofing 24 b.w.g in position including supply of all amterial, labour, tools & plants etc.required for proper complletion of the work and including wastage, 19 providing and fixing 22 b.w.g ridges, vally and gutters for iron roofing fixed with j or u bolts 10mm ( 3 / 8 ) dia with g.i. limpet and bitumen washers complete including supply of all material, labour tools & plants etc required. 20 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. 21 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. for wooden surface. 22 mild steel or iron work in heavy sizes such as trusses, builts up gates, door, frame, record racksroof work, gates etc.wrought to required form including drilling holes, rivetting or welding where necessary and also including supply of all steel. 23 providing and fixing g.i. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of engineer-in-charge. made of g.i. wire of dia 4 mm 24 m.s. or iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work. angle iron door chaukhats 40*40*5 25 z-section with m.s. grill 26 fixing of door, windows / ventilators chaukhats in position. ( a ) door chaukhats 27 ( b ) window chaukhats 28 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 29 supply and fixing of 3.8cm ( 1.1 / 2 ) thick country wood door fully panneled shutter including supply and fixing of wooden cleats stops and including fixing & adjustment of hinges, bolt, locks handles spring or other fittings. ( a ) 38 mm thick including isi marked stainless steel butt hinges with necessary screws single leaf 30 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 : 250x16 mm 31 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 : ( a ) 250 mm x 10mm 32 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 : 125mm 33 finishingwallswithwater proof cement paint of approved make and quality on new work with two coat to given an even shed including supply of all materials, labour, tools & plant etc.required for proper completion of the work 34 supply andfixingof 7.5cm 6kg / per sq.cm internal dia ac / rain water down pipe everest or charminar make complete with bands with door at top plain at bottom and grating and including supply of necessary ms clamps 2.5cmx3mm fixed to wall with and including all complete of all work5 mm diameter 35 add internal electrification works 36 add extra for 6 water taps in washing unit 37 excavationinfoundationinordinarysoil ( loam clay or sand ) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming ofexcavated earthintothetrenchesorintothespace between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the engineerinchargeuptoadistanceof30 meters from the foundation trenches. 38 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. 39 class m-150 brick work in 1:6 cement fine sand ( of 2.25 fineness modulus ) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 40 providing and fixing in position chain linked steel wire fabric made of 4mm dia g.i wire of required width in mesh to concrete / wooden / angle iron posts including securing and screwing with 2mm dia g.i wire, g.i staples, g.i.u-nails or steel pins etc. complete 41 mild steel or iron work in heavy sizesangle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for required length and drilling holes upto 10mm dia. as per requirement including priming coat with red oxide zinc chromate primer and placing the post / strut in cement concrete block. 42 providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works1:2:4 ( 1 cement:2 coarse sand 4graded stone aggregate 20mm nominal size ) 43 12mm thick cement plaster of mix: in cement mortar 1:6 ( 1 cement :6 fine sand ) 44 finishingwallswithwater proof cement paint of approved make and quality on new work with two coat to given an even shed including supply of all materials, labour, tools & plant etc.required for proper completion of the work 45 excavationinfoundationinordinarysoil ( loam clay or sand ) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming ofexcavated earthintothetrenchesorintothespace between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the engineerinchargeuptoadistanceof30 meters from the foundation trenches. 46 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. 47 providing and injecting chemical emulsion for preconstructional 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 ) treatmentjunctionofwallandthefloor7.5 liters / sqm ( 5 ) treatmentofsoilalongexternal perimeterofbuilding 5 liters / sqm ( 6 ) treatment of soil under apron alongexternal perimter 5liters / sqm. ( as per manufacturers standard dilution ) 48 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 including 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-200. 49 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 including 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-200. 50 class m-150 brick work in 1:6 cement fine sand ( of 2.25 fineness modulus ) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 51 providing and laying damp-proof course 25mm thick with cement concrete 1:2:4 ( 1 cement : 2 coarse sand ( zone-iii ) : 4 graded stone aggregate 12.5mm nominal size ) 52 providing & applying a coat of residual petroleum bitumen of grade of vg-10 of approved quality using 1kg 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. 53 same as in item no. 11 abovebutin super-structure above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. ( 1:6 cement : coarse sand ) 54 same as in item no. 9 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 55 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 steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 56 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 f.m. 57 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 58 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level 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 finesand 59 supply and fixinmg 6 to 8mm thick ivory or light shades vitrified floor tiles size 600x600 mm ( thickness to be specified by themanufacturer ) 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 mortar1:4 ( 1cement:4coarsesand ) , jointing with grey cement slurry @ 3.3kg / sqm including pointing the joints with white cementandmatchingpigmentetc., complete.. ground floor 60 providing and fixing 6mm thick china glazed tiles of first quality in skirting or dado laid over 12 mm thick bedofcementmortar1:3 ( 1cement:3 coarse sand ) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in whitecementmixedwithpigmentof matching shade complete. ground floor 61 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 ) . 62 supply and fixing of 3.8cm ( 1.1 / 2 ) thick country wood door fully panneled shutter including supply and fixing of wooden cleats stops and including fixing & adjustment of hinges, bolt, locks handles spring or other fittings. 63 m.s. or iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work. providing & fixing of hold fast for chaukhatsof doors and windows. 64 providing & fixing of door / windows grill. 65 z-section steel windows ( openable ) 66 angle iron door chaukhats 40*40*5 67 fixing of door, windows / ventilators chaukhats in position. ( a ) door chaukhats 68 ( c ) ventilator chaukhats 69 white washing two coat including supply of all materials, labour and t & p etc. required for proper completion of the work. ground floor 70 finishing wall with water proof cement paint of approved make and quality on new work with three coats to give an even shade including supply of all materials, labour and t & p etc. required for proper completion the work. two coat ground floor 71 white washing two coat including supply of all materials, labour and t & p etc. required for proper completion of the work. 72 providing & fixing stainless steel 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. ( a ) 250mm x 16mm . 73 providing and fixing stainless steel handles with screws etc. complete ( a ) 125 mm 74 ( c ) after two days of proper curing applying a second coat of cement slurry using 2.75 kg / sqm of cement admixed with water proofing compound conforming to is : 2645 and approved by engineerin- charge. 75 providing & fixing stainless steel 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. ( a ) 250mm x 16mm . 76 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. 77 same as item 27 above but on new wood surface. 78 providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 79 cost for internal w / s and sanitatio 80 cost for soak pit 81 cost for internal electrification 82 providing, laying, spreading 22.5-53 mmstone ballast with fine sand including supply of all material, labour and t&p etc.required for proper completion of work for interlocking tiles pathway 83 providing and laying cement concrete 1:4:8 ( 1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size ) including supply of all materials, labour and t&p etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 84 supply & fixing 80mm thick precast cement concrete ( colour tileswith isi mark ) i shape interlocking paver block a with top layer of minimum 8 mm thickness having plan dimention 200x ( 160+120mm ) of op cement smooth high gloss finidh skid reditant manufactured from rubber moulds through vibro-compression machanism.the compressive strength of concrete paver block shall not be less than 40mp ( m-30 ) and wight 4.5kg per no confirming to is 15658-2006 with a 4cm thick layer of fine sand including cost of material, labour, t & p taxes etc required for proper completion of the work as directed by engineer- in- charge 85 external w / s arrangement, t.w. boring of 150mm dia with 100mm dia p.v.c. pipe assembly, 1.5 h.p. submersible pump including supply of all accessories starter, panel etc. & pipe arrangement etc. 100mm dia pvc pipe of isi mark [ 14 kg pressure ] 86 p / f 2 pvc pipe 87 nylon mesh for filter 88 plastic dori 89 solvent dori 90 4 end cap 91 4 submersible cap 92 2 ms clamp ( heavy ) 93 2 gl elbow. 94 2*6 gi nipple 95 1.5 hp 9 stage submersible pump of isi mark with automatic pannel 96 2.5 sqm. submersible cable. 97 drilling charges for 6 dia tubewell. 98 pea gravel 99 2 ms socket. 100 cartage of material upto site. 101 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. 102 painting one 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. 103 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 104 providing and laying of 22.4-53 mm stone layer in base of c. road complete item 105 providing and laying c.c. pavement of mix m-20 with ready mixed concrete in 1:1.5:3from batching plant. the ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of engineer-incharge. ( the panel shuttering work shall be paid for separately ) . ( note:- cement content considered in this item is @ 330 kg / cum. excess / less cement used as per design mix is payable / recoverable separately ) . 106 add cost of external electric connection 107 18% gst 108 add 2% for contengencies