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Tender For supply of material and complete items of works for under the work of special repair to conservation and restoration of collapsed boundary walls of tomb of diwan saiyed mohammad khan majhera muzaffarnagar - items to be executed, u/s lime, surkhi, coarse sand, brick aggregate 20 mm-25 mm, belgiri, gum, gur, mud, modern bricks 2nd class, kail wood sleeper (3.05x 2.05x0.10 m), r.r. stone, c.r. stone, careful dismantling of roof in random rubble masonry over bhurji in lime concrete, executed manually to preserve adjacent architectural features and reusable stone material. the work shall be carried out under direction of engineer in- charge, ensuring minimal vibration and no damage to adjoining historic fabric., 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,, providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia m.s. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with m.s. tubes, m.s. tube challies, m.s. clamps and m.s. staircase system in the scaffolding for working for the required duration as approved and removing it there after. the scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of engineerin- charge. the elevational area of the scaffolding shall be measured for payment purpose. the payment will be made once irrespective of duration of scaffolding., surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m, provision for removal of malba for cleaning the sites including collecting, staking and disposal of the rubbish /malba upto 100 meter lead including all the labour and transportation etc complete. out of the monuments premises and further, filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift, layer by ramming and watering, lead up to 50 and for all
Tender For supply of materials and job work under the work of mc ew c of am special repair to conservation and restoration of entrance gateway of portion of old palace najibabad bijnor 2025 26 - items to be executed, u.s. lime, surkhi, coarse sand, lakhori brick, brick aggregate, sal wood, belgiri, gum, gur, demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer- in-charge., demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 15.2.1 nominal concrete 1:3:6 or richer mix (including equivalent design mix), demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in charge. 15.7.4 in cement mortar, taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :15.13.1 of area 3 sq. metres and below, dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead : 15.14.1 of sectional area 40 square centimetres and above, providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia m.s. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with m.s. tubes, m.s. tube challis, m.s. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. the scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of engineer-in charge. note:- (1) the elevational area of the scaffolding shall be measured for payment purpose. (2) the payment will be made once only for execution of all items for such works. ( including errection & dismental after work), disposal of rubbish/malba heap,soil etc. from monument to outside of municipal limit by tractor trolly including excavation loading and unloading etc.requirement proper completion of work at monument /site, provision for providing & making lime slacking & mortar pit by means of pit excavation, brick masonry & plastering over it. the size of the over all pit is 8.00m x 3.00m & depth is 0.90m. the pit is divided in to three parts & cement plaster, painting (two or more coats on new work) with oil type wood preservative of approved brand and manufacture, painting(one or more coats) with black japan paint of approved brand and manufacture to give an even shade
Tender For corrigendum : request for bids for supply, installation and commissioning of slaughter house plant as per apeda standard - a: civil work items, dismantling the reinforcement cement concrete (r.c.c.) work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete., dismantling brick masonry in lime or cement mortar and stacking the material as directed with all leads, lifts etc., removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete., removing ventilators and small windows with frame and stacking the materials with all leads, lifts etc. complete., removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete, removing purlins from roof including stacking as directed with all leads , lifts etc. complete., removing rafters from roof including the materials as directed with all leads , lifts etc. complete., removing queen post truss from roof and stacking the materials as directed with allleads and lifts etc. complete, removing galvanized iron (g.i.) or asbestos cement (a.c.) sheet roofing including purlins, principal rafters etc. including sorting serviceable and unserviceable materials, stacking the same as and where directed in the compound including scaffolding etc. complete., excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (lift upto 1.5 m.) by mechanical means, lift upto 1.50 m, excavation for foundation in hard murum including removing the excavated material upto distance of 50 meters beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (lift upto 1.50 m) by mechanical means, lift upto 1.50 m, excavation for foundation in hard murum including removing the cubic meter (cu.m) excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (lift from 1.5 to 3.0m.) by mechanical means, excavation for foundation in soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (lift from 1.5m to 3.0 m.) by mechanical means, lift upto 3.0 m, excavation for foundation in hard-rock by blasting including cubic meter (cu.m) trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/murum watering, ramming etc. complete. (lift from 1.5m to 3.0 m) by mechanical means, filling in plinth and floors with approved excavated materials available at site in 30 cm layers include- ing watering and compaction with plate compactor to required proctor density etc complete., filling in plinth and floors with contractors material/brought from outside and approved by engineer in charge in layers of 15 cm to 20 cm including watering and compaction etc. complete., providing dry trap / granite / quartzite gneiss 200 mm thick hard core metal spread in two layers each of 125mm thick crushed to 100 mm c
Tender For supply of annual civil maintenance works at ucil narwapahar township for one year - 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 lead up to 50 m and lift up to 1.5 m, as directed by engineer-in-charge. all kind of soil , filling available excavated earth excluding rock in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. , providing and laying cement concrete in retaining walls, return walls, walls any thickness including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing a 1 ratio 3 ration 6 1 cement 3 coarse sand 6 20 mm stone aggregate nominal size , reinforced cement concrete work in beam,suspended floors,roofs, having slope up to 15 landings balconies, shelves,chajja,lintel,band,plain window sills,stsiarcase and spiral stair case above plinth level upto floor five level execluding the cost of centering,shuttering,finishing and reinforced with 1 ratio 1.5 ratio 3 1 cement 1.5 coarse sand 3 graded stone aggregate., centering and shuttering including strutting, propping etc. and removal of form for a) suspended floors, roofs, landing, balconies and access platform , steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. a) thermo-mechanically treated bars of grade fe-500d or more. , 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 a cement mortar 1 ratio 6 1 cement 6 coarse sand , brick work with common burnt clay f.p.s non modular brick of class designation 7.5 m superstures above plinth level up to floor v level in all shape and size in cement mortar 1 ratio 6 1 cement 6 coarse sand , half brick masonary with common burnt clay f.p.s non modular bricks of class designation 7.5 in superstures above plinth level up to floor v level cement mortar 1 ratio 4 1 cement 4 coarse sand, 12 mm cement plaster of mix 1 ratio 6 1 cement 6 fine sand rate for external plastic are for height upto 10 from grond level in less otherwise stated., repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq.mt and under incldingcutting the patches in proper shape raking out joints and preparing and plastering the surface of the walls complete as per directions of engineer-in -charge., neat cement punning. , providing and fixing 1st quality ceramic glazed floor tiles conforming to is 15622 thickness to be specified by the manufacturer of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by engineer in charge in skirting, risers of steps and dados over 12 mm thick bed or cement mortar 1 ratio 3 1 cement 3 coarse sand and jointing with grey cement slurry at the rate 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. , white washing with lime to give an even shade a) satna lime wash on walls with one coat. , white washing with lime to give an even shade old work one or more coats, finishing walls with water proofing cement paint of required shade new work two or more coats applied at the rate 3.84 kg per 10 sqm , distempering with 1st quality acrylic distemper ready made having voc content less than 50 gm per ltr. of approved manufacturer and of required shade and colour complete as per manufacturers specification. one or more coats on old work , painting with synthetic enamel paint of approved brand and manufacture of req
Tender For supply of nose plair , cutting plair , combination plair 8 inch , champion set , line tester 6 inch , screw driver 14 inch , multi meter , screw driver 14" two in one , ratchet dia set 15 to 25 mm , tota plair , hack saw frame , pipe wrench 12 inch , pipe wrench 10 inch , pipe wrench 14 inch , allen key set , hexa blade double , hexa blade single , sharping stone(pathri) , electric planner blade , saw with handle 12 inch , saw with handle 14 inch , tikora 5 inch , measuring tape 5mtr , ball pin hammer 200gm , tin cutter 12 inch , pincer(jamoor) , steel jack planner 9 inch , steel jack planner 14 inch , carpenter chisel with handle 1 inch , wood cutter blade 4 inch , carpenter chisel with handle 1.5 inch , circular saw blade 7 inch , trawel(karani) large , trawel(karani) medium , trawel small , electrical tile cutter , tile cutter blade 4" , mason hammer 500 gm , brick hammer(tessi) , plumbob with lead , iron gurmala , welding copper cable 20 mtr , welding screen , electrical hand grinder , welding holder , welding goggle , measuring tape steel 10 mtr , measuring tape 30 mtr , water level pipe 10 mtr
Tender For construction of room at crd building inside turamdih mill : : - earth work in excavation by mechanical means hydraulic excavatorormanual 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 lead upto 50 m and lift upto 1.5 m as directed by eic.all kinds of soil , filling available excavated earth excluding rock in trenches plinth sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m , supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete. , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering . all work up to plinth level 1 cement 3 coarse sand 6 graded stone aggregate 20 mm nominal size , 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 cement 1.5 coarse sand 3 graded stone aggregate 20 mm nominal size , reinforced cement concrete work in walls any thickness including attached pilasters buttresses plinth and string courses fillets columns pillars piers abutments posts and struts etc. above plinth level up to floor five level excluding cost of centering shuttering finishing and reinforcement 1 cement 1.5 coarse sand 3 graded stone aggregate 20 mm nominal size , reinforced cement concrete work in beams suspended floors roofs having slope up to 15 deegree landings balconies shelves chajjas lintels bands plain window sills staircases and spiral stair cases above plinth level up to floor five level excluding the cost of centering shuttering finishing and reinforcement with 1 isto 1.5 isto 3 1 cement 1.5 coarse sand zone 3 graded stone aggregate 20 mm nominal size. , 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 isto 6 1 cement 6 coarse sand , 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 isto 6 1 cement 6 coarse sand , centering and shuttering including strutting propping etc. and removal of form for foundations footings bases of columns etc. for mass concrete , centering and shuttering including strutting propping etc. and removal of form for suspended floors roofs landings balconies and access platform , centering and shuttering including strutting propping etc. and removal of form for lintels beams plinth beams girders bressumers and cantilevers , centering and shuttering including strutting propping etc. and removal of form for columns pillars piers abutments posts and struts , demolishing brick work manuallyor by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of eice. in cement mortar , cement concrete flooring 1 isto 2 isto 4 1 cement 2 coarse sand 4 graded stone aggregate finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate cement make as per direction of eic , steel reinforcement for r.c.c. work including straightening cutting bending placing in position and binding all complete upto plinth level thermo mechanically treated bars of grade fe500d or more make as per direction of eic , 15 mm cement plaster on the rough side of single or half brick wall of mix 1 isto 6 1 cement 6 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make as per direction of eic , 12 mm cement plaster of mix 1 isto 6 1 cement 6 fine sand rates for external plastic are for height upto 10m from ground level in less otherw