Andhra Pradesh State Road Transport Corporation Tender
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Andhra Pradesh State Road Transport Corporation - APSRTC Tender
Civil And Construction
Civil Works Others
Opening Date10 Sep 2024
Closing Date17 Sep 2024
Tender Amount₹ 12,07,725
Costs
EMD
₹ 12,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
752285Bid Award Id
ViewTender No
NIT NO 4(i)/24-25Tender Authority
Andhra Pradesh State Road Transport Corporation ViewPurchaser Address
-Website
http://https://www.apsrtc.ap.gov.in/
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Documents
BOQ Items
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sectioning, tamping as directed with an initial lead of 10M and lift of 3M, etc. complete as directed by the
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Engineer-in-charge.
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SUPPLY AND FILLING OF CRUSHER DUST in foundations and basement in 150mm thick layers including watering compaction
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all incidental operational cost and conveyance of all labour and materials, etc.at site of work complete as directed by the
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Engineer-in-charge.
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PROVIDING and LAYING PLAIN CEMENT CONCRETE 1:5:10 Pro. (1cement:5 River sand:10metal) using 40mm gauge
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hard granite machine crushed metal and pure river sand confirm to IS 383-1970 in FOUNDATION and for BED of
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FLOORING including machine mixing, depositing in position, ramming, finishing curing including all incidental
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operational charges cost and conveyance of all labour and materials at site of work complete as
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directed by the Engineer-in-charge.
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PROVIDING and LAYING PLAIN CEMENT CONCRETE 1:3:6 Pro. (1cement:3 River Sand:6metal) using 40mm gauge hard
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granite machine crushed metal and pure river sand conforming to IS 383-1970 in FOUNDATION Footing including
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machine mixing, depositing in position, ramming, finishing curing including all incidental operational
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charges cost and conveyance of all labour and materials at site of work complete as directed by the
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Engineer-in-charge.
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Providing and Laying RCC minimum strength of M 20 grade using 20mm gauge hard granite machine crushed metal
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conforming to IS 456-1978 and river sand as fine aggregate including labour charges for centring, machine mixing,
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depositing in position, vibrating, ramming, finishing curing including all incidental operational and seigniorage
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charges cost and conveyance of all labour and materials etc.at site of work complete as directed by the
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Engineer-in-charge.(excluding cost of steel, binding wire and its fabrication) . .
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For RSJ Column Footings
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For RSJ Columns
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Supply & fabrication of HIGH STRENGTH TMT STEEL bars HYSD/ TMT grade FE 415/500 as per IS 1786-1979)
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including labour charges for cutting, bending to required sizes and shapes placing in position with cover blocks of
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approved size and tying with binding wire of 20 SWG, forming grills for reinforcement work as per approved designs
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and drawings, including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour
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charges such as lifting charges , cutting, bending, placing in position, tying, etc., complete for finished item of work
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(including overlaps and wastage)
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RANDOM RUBBLE STONE MASONRY Of OTHER THAN GRANITE VARIETY in C.M 1:8 Pro.(1cement:8 River sand)
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in FOUNDATION and BASEMENT uincluding necessary dressing of stones,using pure river sand, cost of
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curing, incidental and operational charges cost and conveyance of all labour and materials, etc. at
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site of work complete as directed by the Engineer-in-charge.
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PROVIDING and LAYING PLAIN CEMENT CONCRETE 1:2:4 Pro. (1cement:2 River sand:4metal) using 20mm gauge
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hard granite machine crushed metal and pure river sand confirm to IS 383-1970 in FOUNDATION and for BED of
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FLOORING including machine mixing, depositing in position, ramming, finishing curing including all incidental
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operational charges cost and conveyance of all labour and materials at site of work complete as
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directed by the Engineer-in-charge.
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BRICK MASONRY with 2nd class bricks having a minium crushing strength of 35Kg/Sq.cm. as per IS 1077-1976 in
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superstructure for any thickness of WALLS in C.M 1:8 Pro.(1cement : 8 River sand) including soaking of bricks all
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incidental, operational, seigniorage charges scaffolding, lift, curing charges, cost and conveyance of all labour
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and materials, etc. at site of work complete as directed by the Engineer-in-charge.
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CEMENT PLASTERING IN C.M 1:5 Pro. (1cement: 5 River sand) 20MM. thick including FINE RENDERING AND
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SMOOTH FINISHING curing, cleaning the surface including all incidental operational, scaffolding and
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seigniorage charges, cost and conveyance of all labour and materials, etc. at site of work complete as directed by
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the Engineer-in-charge.
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Transportation of dismantled materials/ debris and disposing far away up to 5KM distance including loading,
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transportation, unloading including all incidental
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operationalcharges cost and conveyance of all labour and T& P at site of work complete
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as directed by the Engineer-in-charge.
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Supply, fabrication and erection of Stanchion using structural steel Box Sections of YST 210 grade
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conforming to IS 4923-1997 of size 145x 89 x 4.80mm @ 15.92 kg/m of YST 210 grade and fixing the Stanchions to the pedestal
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by using MS base plate of size300 x 250 x 16mm and 500 x 75 x 6mm cleat angles on four sides and providing 1 no.of
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cap plate of size 300 x 250 x 8mm along with cleat angles of size 50 x 75 x 6mm on four sides at top of Stanchion
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as per design and drawing and painting all structural members with two coats of Aluminium Paint of work, all
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over Red Oxide Primer including cost and conveyance of all materials at site labour charges, welding, fabrication,
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erection and scaffolding charges, lift charges etc., complete as directed by the Engineer-in-charge .
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Supply, fabrication and erection of 6.10 M span tubular trusse using box section of size 49.5x49.5x2.60mm@3.69Kg/M as top
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and bottom rafters and 32x32x2.60mm @1.80Kg/m Box Section as verticals & cross members
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structural mild steel tubes of YST 210 grade AS PER DESIGN and DRAWING with necessary MS shoe plates, plates for
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fixing to the main truss , bolts, nuts, screws, washers etc., including one coat of red oxide zinc chromate primer and two
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coats of enamel paint of approved quality and make including cost and conveyance of all materials at site of work,
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labour, welding, fabrication, erection and SCAFFOLDING charges etc., complete as directed by the Engineer-in-charge.
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Supply Fabricaton and erection of botton tie runner using 60 x 60 x2.6 mm thick @ 4.55Kg per Rm
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box section with necessary cleats 160 x 70 x 6mm mild steel of YST 210 grade with 4 nos 12 mm dia bolts as per
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design and drawing including labour charges for charges for scutting, welding, cost of welding rods, fabrication and
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errection one coat of red oxide primer and two coats of enamel paint of aproved quality and make, all incidental and
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operational charges cost and conveyance of all labour and materials etc. at site of work complete as directed by the
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Engineer-in-Charge.
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Supply Fabricaton and erection of Purlins using 60 x 60 x3.2 mm thick @ 5.50Kg per Rm
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box section with necessary cleats 160 x 70 x 6mm mild steel of YST 210 grade with 4 nos 12 mm dia bolts as per
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design and drawing including labour charges for charges for scutting, welding, cost of welding rods, fabrication and
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errection one coat of red oxide primer and two coats of enamel paint of aproved quality and make, all incidental and
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operational charges cost and conveyance of all labour and materials etc. at site of work complete as directed by the
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Engineer-in-Charge.
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Supply Fabricaton and erection of 32 x 32 x2.60 mm thick @ 1.80Kg per Rm
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box section of mild steel of YST 210 grade as per design and drawing for side cladding to the truss
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including labour charges for charges for scutting, welding, cost of welding rods, fabrication and
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errection one coat of red oxide primer and two coats of enamel paint of aproved quality and make, all incidental and
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operational charges cost and conveyance of all labour and materials etc. at site of work complete as directed by the
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Engineer-in-Charge.
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Supply and fixing of Pre-painted Galvalume Trapezoidal Profile Roofing sheets with 0.50 mm thickness , Coating:
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Alu-Zinc coating AZ150 GSM. Tensile Strength: 550 Mpa, Paint coating: Regular Modified Polyester painting ,
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painting Thickness( Top): 18 to 20 Microns, ( Bottom): 5 to 7 Microns. Sheet width: 1.020, Length: Maximum 12
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Meters with Regular Range Colours. including cost of sheets, necessary accessories fixing materials hire charges
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of machinery, labour charges including all incedental and operational charges , taxes, etc complete for finished
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item of work as directed by Engineer-in-Charge.
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Supplying, fabrication and fixing in position, 16mm. dia. 450mm long mild steel holding down bolts with a cross piece
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welded at bottom for gripping in concrete with necessary threading the nuts and washers and painted with one coat of red
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oxide primer and two coats of alluminium paint, including all taxes, cost and conveyance of all materials and labour at site
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of work, welding fabrication and fixing charges, complete as directed by the Engineer-in-charge.
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EMULSION PAINTING TWO coats to EXTERIOR WALLS in addition to primary coat total 3 coats with
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approved colour including cost of primer preparing and cleaning the surface and dirt with soap and brushes
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including putty cost of brushes, curing cost and conveyance of all labour and materials, etc. at site of work
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complete as directed by the Engineer-in-charge. all labour and materials, etc. at site of work complete as directed
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by the Engineer-in-charge.
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Estimated Contract Value
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Evaluation Notes How It Works ?
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