Get complete information related to latest Cement Mesh Tenders . from India at Classic Tenders. Search the best available tenders from Indian government tenders, domestic Cement Mesh Tenders , private tenders, online tenders, tender invitation notice, business tender notices, online tenders and bidding Cement Mesh Tenders.
Tender For foundation with isolated and raft footing and super structure with rcc framed structure (column and beam) with m30 grade concrete water tank is placed at the top floor , floor tile , solid block for masonry work,dpc
Tender For supply and installation of open gym equipments and construction of epdm flooring under open gym equipment in shahdara south zone, under mplads funds for various locations of parks in municipal corporation of delhi. - supply and installation of open gym equipments and construction of epdm flooring under open gym equipment in shahdara south zone, under mplads funds for various locations of parks in municipal corporation of delhi., seated puller /pull chair made from c class g.i pipe. dimensions: - 1900mm (length) x 740mm (width) x 1920mm. (height). safe area:- 1.2mtr x 3mtr. seated puller equipment made up of c class g.i. pipe of different nb.nb stands for nominal bore sizes i.e. internal diameter of pipe in millimeters. the center pipe is of 100nb made from c class g.i. pipe. bottom support is of m.s. round plate of dia 250 mm & 10mm thickness welded. all linkages are made up of 25nb c class g.i. pipe. the handle frame is of 32nb c class g.i. pipe. the seat frame is of 32nb c class g.i. pipe. to build structure bushes are used which are made from seamless pipe of 60mm o.d. and 5mm thickness as well as 60mm diameter solid bar bush used. the foundation used for fixing is a structure and made from center pipe of g.i. of 80 nb c class. welded with m.s. round plate of dia 250 mm & 10mm thick. main pipe supported with 25 mm x 25mm m.s. angles of 3 mm thickness and 20mm x 40mm crc square pipes of 3mm thickness. foundation cover closing cap is made from injection moulded plastic lldpe / hdpe. the seats and back rests are fitted on the outer frames are made up of m.s. sheet of size 330 mm x 300 mmx2mm thickness and deep drawn and pressed in tools and dies to have uniform radius of 20 mm with no sharp edges.closing caps are made up of from injection moulded plastic lldpe / hdpe.pins used of diameter 25mm and 17mm are made up from sae 8620 bright material. the bearings used are of 6205 2rs1 and 6203 2rs1 permanent lubricated sealed bearing of reputed brand.high tensile steel with galvanized nuts & bolts are used for assembly.thecirclips used for assembly are of a16. the gym equipment shall be finished smooth with a primer coating of atleast 40 micron followed by epoxy based powder coating with polyster powder coating of at least 60 to 70 micron thickness using exonobel / berger make paints or its equivalent paints. the holding down/fixing of gym equipments shall be emboded in cement concrete in the ratio of 1:2:4 (1cement : 2 coarse sand :4 stone agg. 20mm nominal size)., cross trainer /elliptical exerciser dimensions: - 1320mm (length) x 600mm (width) x 1750mm. (height). safe area: - 1.77 x 1.2mtr. cross trainer equipment made from c class g.i. pipe of different nb.nb stands for nominal bore sizes i.e. internal diameter of pipe in millimeters. the main frame pipes are of 80nb c class g.i. pipe with single bend pipe with 250mm radius. the bottom support of m.s. round plate of dia 250 mm & 10mm thick. the handle frame is made up of 25nb c class g.i. pipe. the foundation used for fixing is a structure and made from center pipe of g.i. of 80 nb c class welded with m.s. round plate of dia 250 mm & 10mm thick. main pipe supported with 25 mm x 25mm m.s. angles of 3 mm thickness and 20mm x 40mm crc square pipes of 3mm thickness. to build structure bushes are used which are made from m.s. seamless pipe of 60mm od with 5 mm thickness. the footrests are made from injection moulded plastic lldpe / hdpe. closing caps are made up of injection moulded plastic lldpe / hdpe. pins used of diameter 35mm, 25mm, and 17mm are made up from sae 8620 bright .the bearings used are of 6007 2rs1 62052rs1 and 62032rs1 permanent lubricated sealed bearing of reputed brand. high tensile steel with galvanized nuts and bolts are used for assembly. the gym equipment shall be finished smooth with a primer coating of atleast 40 micron followed by epoxy based powder coating with polyster powder coating of at least 60 to 70 micron thickness using exonobel
Tender For bid to ras corrigendum : supply of supply of all wheather training facility -puf insulated roof panel with both side ppgi colour coated sheet , ms structure , ppgi flashing , installation charges , structure installation , base concrete structure , freight , floor matting
Tender For corrigendum : supply of concrete detector for rebar localisation, depth measurement and size estimation in structure , half-cell corrosion potential meter
Tender For mas-gdr section: replacement of existing corroded steel girders with pre-stressed concrete slabs and jacketing of sub-structure of br no 177 up & down lines at km - 84/6-12.
Tender For supply of material and job work under special repair to restoration and conservation of tomb of saiyed saif khan and his mother majhera muzaffarnagar 2025 2026 - items to be executed, unslaked lime, surkhi, c. sand, gur, belgiri, gum, brick aggregate 20-25 mm, 2nd class brick, kakkar stone, white marble, 65mm thick red sand stone 10 sqm, grey/white sand stone, rr stone, 65mm thick red sand stone 10 sqm (for arch), lakhori brick, tile bricks, mud including top finish, kail wood sleeper, raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of engineer-in-charge., ruled/ flush pointing on white sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 {one lime : 1.5 surkhi (15% dark red and 85% light yellow surkhi) : 1/2 marble dust}. (the rate is inclusive of all materials & labours involved except scaffolding)., demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineerin- charge., 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 40mm 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., "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. 2.8.1 all kinds of soil.", 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. 2.28.1 all kinds of soil, "demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. nominal concrete 1:4:8 or leaner mix (including equivalent design mix)", 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 1.00m. the pit is divided in to three parts & cement plastere, 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, provision for the purchasing of essential article and t & p for the proper execution of the work i) pvc sheet, ii) pvc pan (tasla), iii) hammer with handle 1kg, iv) iron chisel 4",6", 8", v) pvc bucket, vi) pvc mug, vii)wire & coir brush, viii) wire & coir brush, ix) gum boot pvc in pair, x) pvc pipe 1", xi) wooden handle (fawra, hammer), xii) first aid box with medicine, provision for drawing and documentation charges including inspection of exis
Tender For construction of earthwork structure and cement concrete lining to kandri tail branch canal at rd 0 m to 3690 m of pench project tah mohadi dist bhandara