Municipal Corporation Tender

Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed designs and drawing including fixing in position without connecting plates, braces etc. and one coat of anticorrosive paint and oveit two coats of oil paintings.(21/49)

Providing and laying in situ cement concrete M-10 / 1:3:6 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering complete with reversible drum type mixer with crushede sand.(25/58)

Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete.with reversible drum type mixer with crushed sand(26/64)

Providing and laying in situ cement concrete of M 20grade of trap / granite / quartzite / gneiss metal for R.C.C. work in foundations like raft, grillages, strips, foundations and footings of R.C.C. columns and steel stanchions including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing and roughening the surface if special finish is to be provided (Excluding reinforcement, & structural steel) complete with reversible drum type mixer. with crushed sand (29/74)

Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metal for R.C.C. column as per detailed designs and drawings or as directed including centering, formwork of steel, compaction, roughening if special finish is to be provided and curing ((Excluding reinforcement,)with reversible drum type mixer. with crushed sand (30/80)

Providing and casting in situ cement concrete M-20 of grade of trap granite / quartzite / gneiss metal for R.C.C. beam as per detailed designs and drawings or as directed including centering, formwork of steel, compaction, roughening if special finish is to be provided and curing ((Excluding reinforcement,)with reversible drum type mixer. with natural sand (31/84)

Providing and casting in situ cement concrete M-20 of grade of trap granite / quartzite / gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings or as directed including centering, formwork of steel, compaction, roughening if special finish is to be provided and curing ((Excluding reinforcement,)with reversible drum type mixer. with natural sand (33/89)

Providing and fixing in position TMT steel bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, derwing and schedules including cutting, bending hooking the bars, binding with wires or tack welding and supporting as requried complete. (steel from other plant)(43/129)

Providing second class brunt Brick masonry with conventional / I.S. in cement mortar 1:6 in foundations and plinth of inner walls / in plinth of external walls including bailing-out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering complete.(45/131)

Providing second class brunt Brick masonry with conventional / I.S. in cement mortar 1:6 in in superstructure including striking joints, raking out joints, watering and scaffolding complete.(45/133)

Providing cement based water proofing treatment to terrace (India water proofing or alike) with brick bats coba n all position with an average thickness 112 mm consisting specialized material as per manufacture specification and covering 7 years gurentees on court fee stamp including all lead lift etc(53/163)

Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. (61/191)

Providing sand faced plaster externally in cement mortar using Kharsalia / Kasaba or similar type of sand, in all positions including base coat of 15mm thick in C.M. 1:4 using waterproofing compound at 1kg.per cement bag, curing the same for not less than3 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8mm thick in C.M. 1:4, finishing the surface by taking out grains and curing for fourteen days, scaffolding etc. complete. (62/194)

providing neeru finish to plasterd surface in all position including scaffolding and curing complete.(62/197)

Providing and laying polished Kotah stone flooring 25mm to 30mm thick and of required width in plain / diamond pattern on a bed of / 1:6 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete.(67/220)

Item No.7.:- Providing and applying two coats of polymer based external paint of standard manufacture like Apex from Asian Paints, Excel from Nerolac paints of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface etc. for specified buildings complete. (DSR.P/I. 106/15)

Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. (90/329)

Providing and fixing steel frame door of angle 40 x40 x5 mm with 16 mm dia mild steel bars horizontally at 10 cm c/c for ventilaters poetion including iron hold fase for fixing shutter including welding,painting,finishing,etc complete(112/421)

Providing and fixing in position of three track with rectangular pipe 63x38.1x1.22 mm at wt 0.650 kg/rmt with window frame bottom trak section 61.85x31.75x1.20 mm at wt 0.695 kg/rmt top and side setion 61.85x31.75x1.20 mm at wt 0.417 kg/ rmt the shutter should be of bearing bottom 40x18x1.25 mm wt at 0.417 kg/rmt and handle section 52x18x1.13 mm at wt0.469 kg/rmt as per detailed drawing as directed by engineer in charge with all necessary aluminium section fixtures and fastening such as roller bearing in nylon casting and self locking catch fitted in vertical section with all screw and nuts etc complete.(113/423)

Providing and fixing mild steel grill work weighing 15 kg/sqm for windows, ventilators etc. as per drawing including fixtures, necessary welding & painting with one coats of anti corrosive paint & two coats of oil painting complete. (125/471)

Providing and fixing mild steel grill gate with frame 65x65x10 mm with iron bars 150 mm c/c and diagonal flats as per the detailed drawing including hinges, pivot blocks locking arrangement welding riveting and 3 coats of oil painting of approved shade etc. complete. wt 35kg/smt(164/688)

Supply and Installation of translucent roof with DPI Flux standing seam multicell polycarbonate panel system. The system with complete assembly of co extruded UV protected multicell panels incorporated into a complete system. Co-extruded UV protected polycarbonate panel system of min 12 mm thick of 900 mm (min.) width with angular daylighting concept. Panels shall have minimum six layers with truss bridge design for higher flexibility & strength. Panels with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall be manufactured with vertical standing seam at both sides of the panel. Panels shall be fixed on Purlin with snap on connectors with double tooth grip lock locking mechanism and will be secured on MS structure (will be paid Separately) with 3 numbers self-drilling screws & trapezoid SS fasteners holding the base of the standing seam offering best stability having a pull-out load of min. 7000N (7KN) tested as per ISO 6892:1998 and IS 1608: 2005, as per design requirement. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G 155. Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. U value shall not be more than 1.6 W/m2K as per EN ISO 10077-2:2018

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