Andhra Pradesh Trade Promotion Corporation Limited Tender

Civil Engineering Works;Filling with with borrowed useful earth from outside layout boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P , complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment will be made based on level for finished item of work) as directed by the Engineer in charge.

Civil Engineering Works;Supply and placing of the Design Mix Concrete of grade M-30 corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc. with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work as directed by the Engineer in charge.

Civil Engineering Works;FOUNDATIONS

Civil Engineering Works;Footing

Civil Engineering Works;PLINTH BEAMS

Civil Engineering Works;Pedestal

Civil Engineering Works;LINTELS

Civil Engineering Works;Sun Shades

Civil Engineering Works;Compound Wall

Civil Engineering Works;Providing High Yield Strength Deformed steel bars (Fe 500 grade as per IS 1786-1979) of different diameters, including labour charges for cutting, bending to required sizes and shapes placing in position with cover blocks of approved materials and size and tying with binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales etc., complete at all heights for finished item of work. (APSS No.126) as directed by the Engineer in charge.

Civil Engineering Works;Brick Masonry for panel walls in superstructure with CM (1:6) prop: (cement : sand) using Flyash solid blocks of size 290mmx225mmx140mm and having minimum compressive strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, Flyash solid blocks, water etc., to site, including labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., complete at all heights for finished item of work. (APSS No. 501 & 504).

Civil Engineering Works;Plastering to walls 12mm thick in two coats with base coat of 8mm thick in CM (1:5) and top coat of 4mm thick in CM (1:3) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for finished item of work as directed by the Engineer in charge- for all heights. (SS 901,903 & 904)

Civil Engineering Works;Plastering to walls 20 mm thick in two coats with base coat of 16 mm thick in CM (1:6) and top coat of 4 mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for finished item of work as directed by the Engineer in charge - for all heights. (SS 901,903 & 904)

Civil Engineering Works;Painting with plastic emulsion Grade-I paint to exterior faces of new walls with two coats of approved make shade and colour over a prime coat including cost and conveyance of materials like Plastic Emulsion paint of Grade - I to site including cost of brushes, scaffolding charges, lift charges and labour charges such as preparing the wall, applying two coats of Plastic Emulsion one coat of primer, total three coats etc., complete for finished item of work (APSS No.910, 911&1201) as directed by the Engineer in charge- in all floors.

Civil Engineering Works;Painting to new walls with 2 coats of ready mixed oil bound washable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as directed by the Engineer in charge- as per SS 911 for internal walls

Civil Engineering Works;Providing and fixing factory made uPVC Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension . (Area of window above 1.75 sqm upto 2.50 sqm). white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chamberedframe with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from rollforming process of required length (shape & size according to uPVCprofile), appropriate dimension of uPVC extruded glazing beads anduPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylonrollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mmsize for fixing frame to finished wall and necessary stainless steel screwsetc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage ofwater etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod ofrequired size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge inclusive of cost of Single / double glass panes, wire mesh and silicon sealent . Note: For uPVC frame and sash extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable.Variation in profile dimension in higher side shall be acceptedbut no extra payment on this account shall be made.

Civil Engineering Works;Providing and fixing welded M.S. grills with MS 12mm Square bars for window / ventilator openings including welding and rounding the noses and grinding smooth the joints and fixing with necessary screws, bolts including two coats of first quality synthetic enamel paint over a coat of zinc chromate primer, etc. complete, for Finished item of work including cost of all incidentals and T&P and as directed by Engineer -In -Charge.

Civil Engineering Works;Providing fabricating and fixing in position MS rolling shutter with Gear as per IS 6248-1979, with following specifications as directed by engineer incharge etc complete. Rolling shutter to be made of 1.20mm x 75mm MS Lath of convex corrugations. Lock plate with MS sheet of min. 3.15mm thickness with strengthening angle 35mm x 35mm x 2mm size. The locking plate should be provided with 2 pulling handles on both inside and outside. The guiding channels on both sides should be of min. 75mm depth made in 3.15mm MS sheet. The curtain should project min. 60 mm width clearances of 10mm. The guide channels should be fixed to column / wall with min. 3 supporting cleats / bolts / screws a dowel / hook / pins for embedding in walls. Spacing of these should not be more than 0.75m.Bracket plates should be of min. 450mm x 450mm x 6mm size. 40mm x 40mm x 6mm angle min. 200mm long split at end as hold fast should be welded to bracket plate. The suspension shaft of the roller shall be made of 50mm dia. Nominal bore steel pipe confirming to IS 1161-1968.The pipes of suspension shaft which are clamped to brackets shall be fitted with rotatable cast-iron pulleys to which curtain is attached. The pulleys shall be interconnected with a cage formed out of MS flats so that torque is distributed uniformly. Self aligning two row ball bearings shall be provided with special cast-iron casting at the extreme pulleys at either ends. The casting rings shall have min. spacing of 15cm and there shall be at least 4 nos. flats running throughout the length of the roller. Hood cover shall be hexagonal or square in shape made of min. 0.90mm thick MS sheet with necessary stiffening by MS angles. All gears, worms, etc used in the assembly of the rolling shutters shall be machine-cut. Worm gear wheels shall be of high grade cast iron or mild steel or phosphor bronze. The worms shall be of mild steel or gun-metal or phosphor bronze. All safety devices like anchoring rods, central hasp and staple should be fixed to bottom lock plate. The rate should include supplying and fixing of all accessories like locking, arrangements, pulling hooks, handles, sliding locks, stoppers. All the components of rolling shutter shall be given are coat of brushing quality ready mixed primer.The rate is for finished product all inclusive of cost of material like hood cover and springs, bearings, locks, ball bearings, all accessories etc., complete including transportation labor charges for manufacturing transportation and fixing in place to line and grade, cost and operational charges of T&P, overheads all incidentals etc complete for finished item of work as spl spn 1108.

Civil Engineering Works;Providing and laying Vaccum Dewatered flooring of 100mm thick with M20 Design Mix cement concrete minimum 350 kgs of cement with in line & grade as per drawings and directions including shuttering machine mixing,laying, compacting, neat finishing with VDF Machine and curing, use of coarse aggreagte and fine aggregate in specified proportion, vibrating and finishing with a neat cement float finish on top and dewatering using vaccum dewatering machine, curing etc., complete for finished item of work for flooring of Godown. The construction joint to be formed by cutting with mechanical saw in both direction at 4X4 m. interval the size of groove shall be 3 mm x 100 mm portion with polysulphide joint sealant be provided in construction and longitudinal joint - 10 mm OD (for 5 mm) etc complete for finished item of work as directed by Engineer in charge

Civil Engineering Works;Designing, providing, fabrication and erection/fixing in position PEB structure for PEB Roofing System as per following specification. The structure should be designed as per relevant codes for dead load, live load of 0.57KN/M2 (To take care of the firefighting pipe loads whichever is higher), wind load of 50m/sec, seismic loads as per IS 1893 and its combinations as per codes. The structural designs and drawings should be submitted along with design calculations and basis of design, incorporating the actual site dimensions and get approved by the engineer in charge. The clear dimensions of the godown to be 40m x 70m. The average floor level of godown is 0.45 m above the finished ground level.

Civil Engineering Works;Fabrication should be done as per relevant IS code and approved drawing and the structural system should be designed, fabricated and erected as per the actual site dimensions of the Godowns and canopy. as directed by Engineer in charge. The rates of structural steel should include cost and erection of main structure bracings purloins, steel substructure etc at site. The fabrication should be as per actual site alignment of the columns and their spacing. . The payment will be made for the actual work executed on weight basis. The rate is inclusive of transportation, fabrication, erection both with tripod and mechanical crane, incidentals, hire and operational charges of tools and plants, getting temporary power supply, design and drawing preparation charges all-inclusive for finished item of work. Structural steel requried for ACP panles support i.e. Bracket projection from main shed, stub columns upto ridge height, cladding memebers, bracing members etc complete for finished item of work as directed by Engineer in charge

Civil Engineering Works;For builtup beams, columns & Rafters

Civil Engineering Works;For Purlins, Girts, Edge Angle, angle / channel / beam / barsetc. 275 GSM and will conform to the physical specifications of ASTM A572/ A572M (Grade 50)

Civil Engineering Works;For Mild Steel Tubes & pipes, screws and fasteners of all diameters as per IS-1161, flashings and other miscellaneous

Civil Engineering Works;Providing 10mm thick UV resistant multiwall polycarbonate sheets fixed to the purlins with aluminum universal glazing set 40mm wide for jointing and fixing sheets and 14 size self-drilling screws with neoprene washer. Side laps are stitched with self-tapping / drilling screws. End laps are to be sealed with 25x3 mm Butyl tape including cost and conveyance of all materials and labour charges, overheads and contractor's profits , etc complete for finished item of work as directed by Engineer in charge.

Civil Engineering Works;Supply and installation of Pre-Painted Galvalume Trapezoidal Profile Roofing Sheets with 0.50mm thickness ,coating :Alu-Znic coating AZ150 GSM .TensileStrength :550 MPA .Paint coating: Regular Modified Polyester Painting .Painting Thickness (Top):18 to 20 Microns ,(Bottom):5 to 7 Microns .Sheet width :1.020,Length:Maximum 12 Meters with Regular Range Colours The sheet and the ridges should be colour coated galvalume AZ 150 (min 150 gms/sq.mt. total on each sides) profiled sheets for roofing . The feed material is manufactured out of nominal 0.45 mm base metal thickness (BMT) (0.5 mm TCT)confirming to ASTM A792, hi-strength steel with min.550 MPa yield strength metallic hot dip coated with aluminium -Zinc alloy (55 % aluminium 43.4% zinc 1.6% silicon) with COLORBOND are equivalent steel quality super durable polyester paint coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um, exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with suitable square fluting in the five pan at nominal 180-250 mm center to center. The end rib shall be designed for anti-capillary groove & return leg. The feed material should have coil manufactures product details marked at regular interval. Including fasteners with min. fastened with min.25 um zinc-tin alloy coated, hex head, self-drilling screw etc. complete (Min Weight of profile 4.52 Kg/Sqm). The sheet should be provided with sky light with min 2mm thick embossed clear polycarbonate sheet with guard mesh(for 5% of roof area) complete with tappipng screws with EPDM bonded GI washers all as per specifications and codes to provide a leak-proof roof and roof drainage system etc complete for finished item of work as directed by Engineer in charge

Civil Engineering Works;Supply and installation of Pre-Painted Galvalume Trapezoidal Profile Roofing Sheets with 0.50mm thickness ,coating :Alu-Znic coating AZ150 GSM .TensileStrength :550 MPA .Paint coating: Regular Modified Polyester Painting .Painting Thickness (Top):18 to 20 Microns ,(Bottom):5 to 7 Microns .Sheet width :1.020,Length:Maximum 12 Meters with Regular Range Colours The sheet and the ridges should be colour coated galvalume AZ 150 (min 150 gms/sq.mt. total on each sides) profiled sheets for roofing . The feed material is manufactured out of nominal 0.45 mm base metal thickness (BMT) (0.5 mm TCT)confirming to ASTM A792, hi-strength steel with min.550 MPa yield strength metallic hot dip coated with aluminium -Zinc alloy (55 % aluminium 43.4% zinc 1.6% silicon) with COLORBOND are equivalent steel quality super durable polyester paint coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um, exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with suitable square fluting in the five pan at nominal 180-250 mm center to center. The end rib shall be designed for anti-capillary groove & return leg. The feed material should have coil manufactures product details marked at regular interval. Including fasteners with min. fastened with min.25 um zinc-tin alloy coated, hex head, self-drilling screw etc. complete (Min Weight of profile 4.52 Kg/Sqm). The sheet should be provided with sky light with min 2mm thick embossed clear polycarbonate sheet with guard mesh(for 5% of roof area) complete with tappipng screws with EPDM bonded GI washers all as per specifications and codes to provide a leak-proof roof and roof drainage system etc complete for finished item of work as directed by Engineer in charge

Civil Engineering Works;Supply and fixing of ALLUMINIUM TURBO VENTILATORS on sky light roof sheet inner dia 600mm dia and outer dia of 800mm with 2 sets of 12G - 14x25 SDTS - 6 Screws FRP lining, rubbers gasket, GI Strrup 2mm thick 12G-14x25 SDTS @ 50C/c installed as per approved drawing at site etc. including cost and conveyance, accessories, labour charges etc., complete for finsihed item of work with roof sheet 2mm thick of size 1.5x1.00M. etc complete for finished item of work as directed by Engineer in charge

Civil Engineering Works;Painting two coats with synthetic enamel paint first grade to new iron work including cost and conveyance of all materials to site, incidental, operational and all labour charges etc., complete for finished item of work. (SS No. 1201, 1212 & 1207) etc complete for finished item of work as directed by Engineer in charge

Civil Engineering Works;Construction of Columns with 900 mm Dia Piles and Compound wall with Pile Foundation excluding Steel and Concrete.