Andhra Pradesh State Road Transport Corporation Tender
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Andhra Pradesh State Road Transport Corporation - APSRTC Tender
Civil And Construction
Building Construction
Opening Date12 Aug 2024
Closing Date17 Aug 2024
Tender Amount₹ 21,23,900
Costs
EMD
₹ 21,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
748176Bid Award Id
ViewTender No
NIT NO.3(i)/2024-25Tender Authority
Andhra Pradesh State Road Transport Corporation ViewPurchaser Address
-Website
http://https://www.apsrtc.ap.gov.in/
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Documents
BOQ Items
EARTH WORK EXCAVATION in all kinds of soils wet or dry such as clay, hard clay, black cotton soil, red earth,
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moorum, gravel etc., in loose and slushy conditions except rock requiring blasting for foundation of walls and
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column footings with necessary site clearance, marking out temporary stepping,sloping,shoring, strutting
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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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PROVIDING and LAYING PLAIN CEMENT CONCRETE 1:5:10 Pro. (1cement:5sand: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 and seigniorage 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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SUPPLY AND FILLING OF SAND in 150mm thick layers complying with standard specifications including
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watering consolidation,seigniorage charges, 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.
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RANDOM RUBBLE STONE MASONRY Of OTHER THAN GRANITE VARIETY in C.M 1:8 Pro.(1cement:8sand)
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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, seigniorage 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 RCC minimum strength of M 20 grade using 330 kgs of cement , using 20mm gauge hard granite machine
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crushed metal 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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Ground floor
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For Column Footings
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For Rectangular Columns & Pedastal
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For beams
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For Landing slab, waist slab & steps
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First Floor
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For Rectangular Columns
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For Beams
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For Roof Slab
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For Lintels
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For Chajjas & Racks
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Supply & fabrication of HIGH STRENGTH TMT STEEL bars HYSD/ TMT grade FE 500/500D/550 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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Ground floor
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First Floor
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BRICK MASONRY with 2nd class clay 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. ( First Floor)
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REINFORCED BRICK MASONRY with 2nd class bricks having a minimum CRUSHING STRENGTH of 35Kg/Sq.Cm. as per IS
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1077-1976as per IS 128934-1990 in CM 1:4 Pro.(1cement:4sand) in SUPERSTRUCTURE for 115 mm THICK WALLS
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with 6mm dia. M.S rounds at every third layer including soaking of bricks, curing and all incidental operational, seigniorage
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charges, scaffolding and lift charges, cost and conveyance of all labour and materials, etc. at site of work complete as
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directed by the Engineer-in-charge (excluding cost of steel binding wire and its fabrication)
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Ground floor
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First Floor
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CEMENT PLASTERING IN C.M 1:5 Pro. (1cement: 5River 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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Ground floor
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First floor
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CEMENT PLASTERING IN C.M 1:5 Pro. (1cement: 5 River sand) 12 MM. 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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Ground floor
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First Floor
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IMPERVIOUS coat 20mm thick in C.M (1:3) Pro. (1cement:3sand)including cost of water proofing compound of
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approved make and quality at 1 Kg. per bag of cement laid when the roof slab is green including fine finishing rendering
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smooth the surface with cement, curing, seigniorage all incidental and operational charges cost and conveyance of all
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labour and materials, etc. at site of work complete as directed by the Engineer-in-charge.(Bus Station toilet roof)
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SUPPLYING AND LAYING CERAMIC TILES of best quality having uniform colour of approved make and texture Ist
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class of size NOT LESS THAN 300x 300mm for FLOORING set in C.M 1:8 Pro. (1cement:8sand) and pointed with
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LATICRETE polymer compound including polishing charges,all leads and lifts all incidental,operational charges curing,
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mixing seigniorage and polishing the finished surface etc. cost and conveyance of all labour and materials, etc. at site of
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work complete as directed by the Engineer-in-charge.
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SUPPLYING AND LAYING CERAMIC TILES of best quality of size 300 x 450 having uniform colour of approved make and
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texture Ist class for DADOOING & SKIRTING set in C.M 1:3 Pro. (1cement:3sand) and pointed with polymer compound
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including polishing charges, all leads and lifts all incidental,operational charges curing, mixing seigniorage and polishing the finished
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surface etc.cost and conveyance of all labour and materials,etc. at site of work complete as directed by the Engineer-in-charge.
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Supplying and laying of double charged/multi charged stain free full body porcelain Vitrified floor Tiles with double layer
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pigment of size not less than 600 x 600mmand thickness between 8 - 10mm of 1st quality having uniform colour of
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approved make and texture conforming to IS13711, IS 13712, IS 13630 (Parts 1 to 15) for FLOORING set in C.M 1:5
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Pro. (1cement:5sand) 20mm thick and and laidwith line and level using cement slurry at 3.30 kgs per square metre of
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area and pointing the joints with white cementmixed with coloured pigment to match with colour of tile including cost of
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all materials, labour charges, leads charges,seigniorage charges, incidental and operational charges, curing and
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cleaning etc., at site of work complete as directed by theEngineer-in-charge
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Supplying and fixing of doors of any size with MT wood frame of size 75x100mm & shutter made out of single piece
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30mm thick solid bond wood block board type wiyh teak ply on both sides of approved colour and
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quality and providing teak wood liping alround the shutter with necessary hardware i.e aluminium powder coated 4nos. hinges,
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2 nos.300 mm tower bolts, 1 no.door stopper, 2 nos. 300 mm aldrops etc., two pairs of MS holdfasts for fixing the wooden
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frame into the wall, four nos. of hinges for fixing the shutter to the frame, providing one coat of tar to the door frame on the wall
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side including 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 fabrication and fixing of powder coated sliding Aluminium windows using Aluminium Extrusions with 12 to 15
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microns anodisation and powder coating of Jindal or equivalent make of size 62 x 29.5 x 1.50mm thick (Jindal 21138) for frame,
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40 x 18 x1.55mm (Jindal 20736) for shutter frame and glazing clip of 19.00 x 17.30 x 0.70mm (Jindal 19352) with 5 mm thick float
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glass of make Modiguard/ Saint gobain including all round EPDM rubber beading for fixing glass with necessary accessories 100mm
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long aluminium handles, rollers, locking arrangements including cost of all labour charges for fabrication and fixing necessary
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hardware such as cleat angles, screws, bolts and brackets etc. including fixing to Brick masonry wall including cost and
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conveyance of all labour and materials, all wastages, lift charges, scaffolding charges etc. complete as directed by the
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Engineer-in-charge.
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Providing and fixing factory made solid Wood Polymer Comoosite ( WPC ) singles extruded Door Frame of section of size 45 x75 MM thick with
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encapsulation of 8MM rigid layer on all the six surfaces. The door frame will have a rebat 32MM two Vertical members
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are to be joined together with the horizontal member using 8x50 MM long MS Star full ontrol hand drilling
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machine The ready assembled door frame is fixed to the wall using hold fast or thread screws to be used boltf asteners.
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A minimum of 4 No.s of screws to be provided for each vertical member & solid bottom minimum 2nos. for horizontal member
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and Providing and fixing 28 -30 MM thick solid Wood Polymer Composite (WPC )single extruded door shutter with 3mm top
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and rigid layer with an overall density of 750kg/Cum. It will be fixed tothe frame using 3 inch /4 inch hinges. A minimum of
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4 hinges will be required forfixing the door with the frame and with hard ware such as Alu. tower bolts 150mm 2nos,Alu.
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all drop 200mm , Alu. Handles 2nos , 4 no ms pc hinges etc. complete as directed by Engineeer -in- Charge
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EMULSION PAINTING TWO coats to INTERIOR WALLS in addition to primary coat total 3 coats with approved
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colour including cost of primer preparing and cleaning the surface and dirt with soap and brushes including putty
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cost of brushes, curing cost and conveyance of 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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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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TRANSPORTATION OF EXCAVATED SOIL/DEBRIS by vehicle and filling the same in the low lying areas of the yard
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with a lead up to 05KM including cost and conveyance of all labourand materials,hire charges of vehicles with
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necessary crew including cost of fuel all necessary hire charges of T&P , etc. site of work complete as directed by
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the Engineer-in-charge.
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