Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date11 Jun 2024
Closing Date25 Jun 2024
Tender Amount₹ 36,64,264
Costs
EMD
₹ 73,285Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_APWD_14399_1Bid Award Id
ViewTender No
DB-TN/CD/CB/2024-25/931Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://apwd.and.nic.in/APWD/
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Documents
BOQ Items
CONCRETE WORK
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).
34.8
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1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources).
3.25
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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
11.23
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand derived from natural sources): 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
6.66
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Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
6.66
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
15.12
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REINFORCED CEMENT CONCRETE
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :
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1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
6.5
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
6.94
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Centering and shuttering including strutting, propping etc. and removal of form for
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Foundations, footings, bases of columns, etc. for mass concrete
43.12
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
139.98
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Suspended floors, roofs, landings, balconies and access platform
25.11
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
26.16
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Columns, Pillars, Piers, Abutments, Posts and Struts
28.8
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
471.37
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
1486.34
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CLADDING WORK
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Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
34.56
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WOOD AND PVC WORK
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Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
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200x10 mm
12
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Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
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125 mm
12
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Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer- in-Charge.
30
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Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing.
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30 mm thick plain PVC door shutters
8.89
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FLOORING
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
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40 mm thick with 20 mm nominal size stone aggregate
24
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Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
11.7
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FINISHING
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12 mm cement plaster of mix :
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1:4 (1 cement: 4 fine sand)
177.48
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6 mm cement plaster of mix :
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1:3 (1 cement : 3 fine sand)
25.38
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.
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Two or more coats on new work
107.46
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Finishing walls with Acrylic Smooth exterior paint of required shade :
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New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
95.58
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DISMANTLING AND DEMOLISHING
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Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead :
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Of sectional area 40 square centimetres and above
0.96
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Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
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G.S. Sheet
55.04
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SANITARY INSTALLATIONS
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Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
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White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
2
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Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
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W.C. pan with ISI marked white solid plastic seat and lid
2
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
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White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
2
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Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
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Flexible pipe
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32 mm dia
2
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Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
2
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Providing and fixing soil, waste and vent pipes :
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100 mm dia
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Sand cast iron S&S pipe as per IS: 1729
25
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Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
20
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75 mm diameter :
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Centrifugally cast (spun) iron socketed pipe as per IS: 3989
20
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Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
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100 mm dia
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Sand cast iron S&S as per IS - 1729
4
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75 mm dia
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Sand cast iron S&S as per IS - 1729
2
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Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
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100 mm inlet and 100 mm outlet
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Sand Cast Iron S&S as per IS: 1729
2
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Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.
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450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms
2
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WATER SUPPLY
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall
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20 mm nominal outer dia Pipes
30
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
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25 mm nominal dia Pipes
30
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Providing and fixing uplasticised PVC connection pipe with brass unions :
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45 cm length
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15 mm nominal bore
6
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Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
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100 mm diameter
2
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Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
4000
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Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
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15 mm nominal bore
6
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Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
2
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Non Schedule Items
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Providing hollow cement block walling upto floor level 100 mm thick consisting of using hollow block of size 40x10x20 cm of mix 1:3:6(1Cement :3Coarse sand:6 graded stone aggregate 10 mm nominal and dwn size ) having a crushing strength of 3.50N/mm2 at 28 days as per IS 2185(Part-I)1979 laid in cement Mortar 1:6(1 Cement :6 Coarse sand)complete.
4.5
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Providing hollow cement block walling upto floor level 200 mm thick consisting of using hollow block of size 40x20x20 cm of mix 1:3:6(1Cement :3Coarse sand:6 graded stone aggregate 10 mm nominal and dwn size ) having a crushing strength of 3.50N/mm2 at 28 days as per IS 2185(Part-I)1979 laid in cement Mortar 1:6(1 Cement :6 Coarse sand)complete.
11.52
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Supplying and filling in plinth with pulverised sand under floors including, watering, ramming consolidating and dressing complete.
2.37
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Construction of septic tank with cement concrete wall with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) including RCC precast top slab 10mm thick with CC 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) 20mm thick foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with water proof cement mofinished with floating coat of nat cement, 50mm thick CC flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) including RCC buffle wall 10 cm with terminal guard and two manhole cover of size 455x610 mm rectangular CI cover (light duty) fixed in RCC slab MS foot rest and 30 cm c/c etc. complete as per design, drawing and direction of Engineer-in-charge.
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For 100 users having inside dimensions 5.70x2.10x1.70 including 30cm free board.
1
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Providing cement concrete surface drain including earth excavation 10 cm thick base concrete and 15 cm thick side wall with 1:3:6(1 cement:3 coarse sand:6 stone aggregate 40 mm nominal size) cement concrete finishing with 1:4 (1 cement:4fine sand) a floating coat of neat cement inside the drain and its top and exposed surface and disposal surplus earth complete. 23 X 23 cm size
20
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Constructing cement concrete with 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) manhole, RCC top slab with 1:1.5:3 (1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 (1 cement : 4 coarse sand(Zone -III) :8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design:
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Inside size 90 x 80 cm and 45 cm deep including C.I. cover with frame (light duty) 455 x 610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg).
7
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Making recharge pit 2.5 m diameter 2.3 metre deep filling with 1st layer of stone boulder 5-20 cm, 2 nd layer of Gravels 5-10 cm (stone chips) and 3 rd layer of course sand 1.5-2 mm of depth each layer 0.60Mtr. deep i/c earth work excavation etc as per the direction of Engineer Incharge.
1
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