Postgraduate Institute Of Medical And Education And Research Tender
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Postgraduate Institute Of Medical And Education And Research - PGIMER Tender
Civil And Construction
Building Construction
Eprocure
Opening Date9 Feb 2024
Closing Date19 Feb 2024
Tender Amount₹ 10,45,000
Costs
EMD
₹ 20,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PGIME_794838_1Bid Award Id
ViewTender No
PGI/Engg./Const./2024/161Tender Authority
Postgraduate Institute Of Medical And Education And Research ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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
4.45
650
146.15
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stoneaggregate 20 mm nominal size derived from natural sources) over 75mmthick bed of dry brick ballast 40 mm nominal size, well rammed andconsolidated and grouted with fine sand, including necessary excavation,levelling & dressing & finishing the top smooth.
15.8
11838
749.3
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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
3.5
31660
9045.75
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
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)
2.4
26047
10852.95
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).
6.7
77086
11505.5
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
32.35
27254
842.5
Lintels, beams, plinth beams, girders, bressumers and
cantilevers
44.9
33064
736.4
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
1636.7
176518
107.85
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand)
6.8
48499
7132.25
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
Cement mortar 1:6 (1 cement : 6 coarse sand)
14.95
136133
9105.95
Providing and fixing glazed shutters for doors, windows and clerestorywindows using 4 mm thick float glass panes, including ISI marked M.S.pressed butt hinges bright finished of required size with necessaryscrews.
Kiln seasoned and chemically treated hollock wood
30 mm thick
0.95
3139
3305.2
Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction withframe of 1st class hard wood and well matched commercial 3 plyveneering with vertical grains or cross bands and face veneers on both faces of shutters:
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
3.75
8972
2392.65
Providing and fixing wire gauge shutters using galvanized M.S. wiregauge of average width of aperture 1.4 mm in both directions with wireof dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :
35 mm thick shutters
with ISI marked M.S. pressed butt hinges bright finished of required size
Kiln seasoned and chemically treated hollock wood
0.95
3419
3599.2
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 :
250x16 mm
4
1042
260.6
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 :
200x10 mm
10
997
99.7
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 :
125 mm
12
795
66.25
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.
Twin rubber stopper
4
289
72.35
Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 1.60 mm including hinges, jamb, lock jamb, bead and if required angle thresholdof mild steel angle of section 50x25 mm, or base ties of 1.60 mm,pressed mild steel welded or rigidly fixed together by mechanical means,including M.S. pressed butt hinges 2.5 mm thick with mortar guards,lock strike-plate and shock absorbers as specified and applying a coatof approved steel primer after pre-treatment of the surface as directedby Engineer-in-charge:
Profile B
Fixing with adjustable lugs with split end tail to each jamb
26.25
15311
583.3
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
25 mm thick
39.03
76040
1948.25
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
39.03
91903
2354.7
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
In 75x75 mm deep chase
37.8
11534
305.15
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
2
596
298.25
12 mm cement plaster of mix :
1:6 (1 cement: 6 fine sand)
110.5
36835
333.35
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
15.75
2455
155.9
Providing and applying white cement based putty of average thickness 1 mm @ 6 kg per 10 sqm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete
149.51
7879
52.7
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour
Two coats
149.51
20550
137.45
Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:
Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm)
2.4
3398
1416.15
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
In cement mortar
1
2060
2060.2
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
3
791
263.95
Providing and fixing 100 mm sand cast Iron grating for gully trap.
2
106
53.25
Providing and fixing soil, waste and vent pipes :
100 mm dia
Sand cast iron S&S pipe as per IS: 1729
15
17278
1151.9
Providing and fixing trap of self cleansing design with screwed downor hinged grating with or without vent arm complete, including cost ofcutting and making good the walls and floors :
100 mm inlet and 100 mm outlet
Sand cast iron S&S as per IS: 3989
2
3993
1996.5
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :
-
-
-
15 mm dia nominal bore
10
5804
580.45
20 mm dia nominal bore
15
9528
635.2
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
-
-
-
15 mm nominal bore
5
1591
318.35
20 mm nominal bore each
5
1734
346.8
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
15 mm nominal bore
2
1013
506.8
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
With Sewer bricks conforming to IS : 4885
2
5370
2685.2
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
-
-
-
(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
-
-
-
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
-
-
-
With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
49.4
83219
1684.6
Add difference of Water Charges @ 0.50%
1
5197
5197.92
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