Indian Oil Corporation Limited Tender
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Description
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Contact
Tender Id
2024_BGR_177323_1Bid Award Id
ViewTender No
BN24CL062Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
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Documents
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
BOQ Items
Of area beyond 3 sq. metres.
1.5
-
383.51
Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:
-
-
-
R.S. Joists.
240
-
2.47
Channels, angles, tees and flats.
300
-
1.7
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
450
-
4.21
Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres.
240
-
0.61
Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres.
240
-
0.61
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
-
-
-
G.S. Sheet.
45
-
122.82
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).
0.3
-
1675.09
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
1.5
-
2443.76
Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.
3
-
888.04
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.
2.4
-
1416.6
Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.
30
-
25.32
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and for all lift. All kinds of soil.
30
-
134.91
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, for all lift including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil.
49.5
-
193.7
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 for all lift.
41
-
135.37
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
9
-
545.78
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
3
-
2184.6
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m: All kinds of soil.
84
-
23.44
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
84
-
6.17
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - Cement shall be free issue material. All work up to plinth level :
-
-
-
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).
1.67
-
5130.81
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete.
35.55
-
318.66
Suspended floors, roofs, landings, balconies and access platform.
6
-
722.44
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
14.4
-
579.15
Columns, Pillars, Piers, Abutments, Posts and Struts.
73.73
-
759.19
Weather shade, Chajjas, corbels etc., including edges.
5.4
-
799.53
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 : (Cement shall be free issue material).
-
-
-
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).
3
-
5373.62
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. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement (Cement shall be free issue material):
-
-
-
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).
3
-
6653.09
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level:
-
-
-
Thermo-Mechanically Treated bars.
2191.35
-
94.05
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level:
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
3
-
94.05
"Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Cement shall be free issue material."
-
-
-
All works up to plinth level: Concrete of M30 grade with minimum cement content of 350 kg /cum
8.5
-
6192.09
All works above plinth level up to floor V level: Concrete of M30 grade with minimum cement content of 350 kg /cum
12.32
-
6568.41
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (cement shall be free issue material).
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand).
3
-
6131.59
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 shall be free issue material).
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand).
3
-
7548.37
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in: (cement shall be free issue material).
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand).
3
-
748.75
Half brick masonry 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: (cement shall be free issue material).
-
-
-
Cement mortar 1:4 (1 cement :4 coarse sand).
61.26
-
905.2
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.
1342.14
-
98.73
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.
450
-
113.46
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer.
90
-
150.24
Applying priming coat (This item is deleted for SOR 2023).
-
-
-
With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood.
3
-
58.89
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works.
30
-
52.97
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
60
-
121.19
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade - New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).
75
-
140.95
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade-Two or more coats on new work.
30
-
125.92
12 mm cement plaster of mix : (cement shall be free issue material).
-
-
-
1:4 (1 cement: 4 fine sand).
15
-
237.34
15 mm cement plaster on the rough side of single or half brick wall of mix (Cement shall be free issue material):
-
-
-
1:4 (1 cement: 4 fine sand).
168.72
-
272.63
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 loads including all lifts involved.
9
-
225.57
Neat cement punning. Cement shall be free issue material.
60
-
50.4
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
-
-
-
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) - Powder coated aluminium (minimum thickness of powder coating 50 micron).
150
-
563.47
Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost:
-
-
-
Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
30
-
65.8
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 :
-
-
-
300x16 mm.
3
-
267.9
250x16 mm.
3
-
241.92
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.
3
-
93.28
150x10 mm.
3
-
77.49
100x10 mm.
3
-
60.26
Providing and fixing ISI marked aluminium butt hinges 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:
-
-
-
125x75x4 mm.
6
-
140.65
125x63x4 mm.
6
-
117.81
100x75x4 mm.
6
-
108.25
100x63x4 mm.
6
-
98.82
100x63x3.2 mm.
6
-
91.44
75x63x4 mm.
6
-
79.82
75x63x3.2 mm.
6
-
73.12
75x45x3.2 mm.
6
-
69.02
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.
3
-
61.59
100 mm.
3
-
61.19
75 mm.
3
-
47.52
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with:
-
-
-
With 4.0 mm thick glass panes.
9
-
966.78
With 5.5 mm thick glass panes.
6
-
1278.65
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 gsm 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 while transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete up to 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.
15
-
683.7
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm 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).
6
-
449.93
Flashings/ Aprons ( up to 600 mm).
6
-
417.88
North light curves.
6
-
470.33
Barge board (up to 300 mm).
6
-
387.13
Crimp curve.
6
-
426.81
Gutter (600 mm over all girth).
6
-
1110.42
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: Single socketed pipes:
-
-
-
75 mm diameter.
15
-
207.55
110 mm diameter.
15
-
314.51
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
-
-
-
Bend 87.5 Degree - 75 mm bend.
6
-
94.51
Bend 87.5 Degree - 110 mm bend.
6
-
135.78
Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).
15
-
151.78
Providing, hoisting and fixing up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like including the cost of required centering, shuttering but excluding cost of 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). Cement shall be free issue material.
0.9
-
6490.88
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