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
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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
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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