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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
Tender Value
₹29.6 L
EMD Value
₹59,180
Closing Date
7 Dec 2020, 3:00 pmClosed
Executive Engineer/CDI/Rangat
Executive Engineer/CDI/Rangat
Repair/Renovation of AAJVS building at Uttara.
2020_APWD_991_1
29/DB/CDI/RGT/2020-21
Open Tender
Civil Works - Buildings
Item Rate
240 days
Uttara, Kadamtala
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Executive Engineer/CDI/Rangat
₹59,180
16 Dec 2020
21 Sept 2020
9 Dec 2020
21 Sept 2020
7 Dec 2020
1 Oct 2020
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Supplying and filling in plinth with local/pulverised sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns, etc. for mass concrete
Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete.
Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
Providing and fixing aluminium sliding door 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 nuts and screws etc. complete :
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 :
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 :
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
Single rubber stopper
Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge
Extruded section profile size 42x50 mm
Providing and fixing to existing door frames.
24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Electric resistance or induction butt welded tubes
Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
G.I. pipes
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.
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 @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).
6 mm thick Cement fiber board as per IS: 14862
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
Ridges plain (500 - 600mm)
Flashings/ Aprons.( Upto 600 mm)
Gutter .(600 mm over all girth)
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
12 mm cement plaster finished with a floating coat of neat cement of mix :
1:4 (1 cement: 4 fine sand)
White washing with lime to give an even shade :
New work (three or more coats)
Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @ 3.84 kg/10 sqm)
Finishing walls with Acrylic Smooth exterior paint of required shade :
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)
Applying priming coat:
With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge.
With cement mortar 1:4 (1 cement : 4 fine sand)
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
One or more coats on old work
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
Of area 3 sq. metres and below
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 :
Of sectional area 40 square centimetres and above
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
Asbestos sheet
Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
On bituminous surface @ 0.50 Kg I sqm
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
With paving Asphalt grade VG - 30 with no solvent
Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy :
For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.
For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/ 10 sqm.
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
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:
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
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:
White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :
Kitchen sink with drain board 510x1040 mm bowl depth 250 mm
Kitchen sink without drain board 610x510 mm bowl depth 200 mm
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
Flexible pipe 32 mm dia
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.
Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
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.
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
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
100 mm diameter
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
15 mm nominal bore
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
15 mm nominal bore
Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in- charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).
Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer-in-charge.
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position:
Superior hard wood of cat-II (A).
Providing and fixing in position eaves or facia board with 19 mm thick marine ply wood (BWR) conforming to IS:710 30 cm wide including fixing with nuts and bolts etc. (Make: Century/Green ply or equivalent) complete.
Providing and fixing 35 mm thick glazed shutters for windows with superior hard wood Cat-II (A) as per IS: 401 using 7.5 Kg/sqm (4 mm thick) glass panes including oxidised M.S. butt hinges with necessary screws etc., complete as per the directed by Engineer-in-charge.
Providing and fixing 35 mm thick panelled, glazed or panelled and glazed shutters for doors i/c oxidised MS butt hinges with necessary screws with superior hard wood Cat-II (A) as per IS: 401 i/c panelled with 12 mm thick marine ply (BWR) conforming to relevant specification with wooden cleats and blocks as per the directed by Engineer-in-charge.
Providing cement concrete surface drain including earth excavation 10 cm thick base concrete with 1:3:6 ( 1 cement: 3 sand: 6 graded stone aggregate 40 mm nominal size) finished with 1:4 (1 cement: 4 fine sand) including a floating coat of neat cement inside the drain and its top and exposed surface including earth work in excavation and disposed of surplus earth.
23 x 23 cm surface drain
Constructing cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 40 mm nominal size) manhole top slab with RCC 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: 8 graded stone aggregate 40 mm nominal size) mix and inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 fine sand) finished with a 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.
Inside 90 x 80 cm and 45 cm deep including C.I. cover with frame (light duty) 455X610 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) .
Construction of septic tank with CC wall in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) 20 cm thick including RCC pre-cast top slab 10 cm thick with CC 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) 20 cm thick foundation concrete 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with water proof cement mortar 1:4 (1 cement: 4 fine sand) finished with floating coat of neat cement, 50 mm thick CC floring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), including RCC buffle wall 10 cm with two manhole cover of size 455 x 610 mm rectangular CI cover (light duty) fixed in RCC slab and MS footrest for manhole at 30 cm c/c etc. complete as per design, drawing and direction of Engineer-in-charge.
100 users having inside dimention 5.70x2.10x1.70m including 30 cm free board.
Providing and fixing soil, waste and vent pipes with PVC pipe including jointing with seal ring leaving 10 mm gap for thermal expansion. (i) Single socketed pipes.
110 mm dia pipe
75 mm dia pipe
Providing and fixing PVC bend of required degree with access door insertion rubber washer 3 mm thick, bolts and nuts complete for PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion.
110 mm dia
75 mm dia
Providing and fixing PVC plain bend of required degree for PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion.
110 mm dia
75 mm dia
Providing and fixing PVC terminal guard
Providing and fixing PVC moulded self cleaning trap design with screw down or hinged grating with arm complete including cost cutting and making good the walls and floors complete
110 mm inlet and 75 mm outlet
110 mm inlet and 110 mm outlet
Schedule of credit Notes: 1) All quantities shown are provisional. 2) Tenderers are advised to inspect the old material/item at site and ascertain their condition. It shall be deemed that the contractor has made himself well aware and ascertained the condition of these items, whether he inspects them or not. No claim whatsoever on this account shall be admissible by the Government. 3) The items as indicated in this schedule shall be the property of the contractor and shall not be used in new work. The total amount of credit shall be deducted from total of schedule to arrive at contract sum. 4) Amount of credit shall be recovered from the contractors RARs and then only retrieved material under this schedule will be allowed to be removed from site/store by the contractor. Serviceable material/items other than shown here-in-below obtained from demolition/taking down if any, shall remain the property of the Government and the contractor shall deposit the same with the Engineer-in-charge as directed and debris/unserviceable material shall be disposed off the site as per his direction without any extra cost of the Government. 5) The Accepting Officer shall reserve the right to retain any or the full quantity of demolished/dismantled materials which in his opinion is serviceable. However, the recovery shall be affected only for the quantities issued to the contractor under this schedule. 6) The rate quoted is firm and the contractor shall have no claim whatsoever the case may be, if the actual value of dismantled materials turns out to be different.
Disposal of dismantled materials doors, windows and clerestory windows (wood) shutter including chowkhats, architrave, holdfasts etc. complete from work site suitably (contractor shall quote the rate that he will pay to Govt. on account taking over of materials by dismantling) a) Of area 3 sq. metres and below
Disposal of dismantled materials roofing including ridges, hips, valleys and gutters etc., from work site suitably (contractor shall quote the rate that he will pay to Govt. on account taking over of materials by dismantling) a) Asbestos sheet
Disposal of dismantled materials wood work in frames, trusses, purlins and rafters etc. complete from work site suitably (contractor shall quote the rate that he will pay to Govt. on account taking over of materials by dismantling) a) Of sectional area 40 square centimetres and above
Disposal of dismantled materials cement asbestos or other hard board ceiling or partition walls from work site suitably (contractor shall quote the rate that he will pay to Govt. on account taking over of materials by dismantling)
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