Indian Oil Corporation Limited Tender
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Costs
EMD
₹ 8,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Temporary Material Shed At Meramandalli Cuf
Description
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Contact
Tender Id
2024_ERBBS_181870_1Bid Award Id
ViewTender No
SERPL/BBS/TS/2024-25/067Tender 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
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EARTH Work:
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-
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to all leads, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
80
370
437.3
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
100
2234
2636.77
... More
Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, with all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
10
472
557.46
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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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1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources]
40
7161
8450.26
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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]
10
6624
7816.4
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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 :
-
-
-
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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]
27
8830
10420.21
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Centering and shuttering including strutting, propping etc. and removal of formwork for :
-
-
-
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Foundations, footings, bases for columns
140
325
384.56
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Columns, piers, abutments, pillars, posts and struts
50
839
990.54
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :
-
-
-
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Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
2
1987
2345.69
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12 mm cement plaster of mix :
-
-
-
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1:4 (1 cement : 4 fine sand)
100
305
360.27
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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
1500
95
112.73
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STEEL WORK :
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-
-
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Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cutting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including preparation of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of concrete work).
4.6
133330
157329.53
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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 :
-
-
-
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Cement mortar 1:4 (1 cement : 4 coarse sand)
1.1
8934
10543.08
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Designing, providing, fabricating and fixing profiled sheeting 730-1020 mm cover width, 28-30 mm crests @ 186-333 mm centre to centre, manufactured out of 0.45 mm BMT (Base Metal Thickness) Hi-Tensile Steel (Minimum yield strength of 550 MPa) coated with hot dip metalic galvalume/ zincalume coating AZ-150 or equivalent as per AS:1397 and super polyster XRW quality paint coat as per AS/ NZS2728 (Category-3) of approved colour for roofing, cladding, gutters, rainwater pipes, spouts etc. The total mass of the coating on both sides shall be 150 gms/sqm (Zinc 45%/ Aluminium 55%). The total paint coat thickness shall be 35 microns, comprising of 20 microns exterior coat of super polyster XRW on top surface and 5 micron super polyester on back surface over 5 micron primer coats on both surfaces including side and end laps. The sheets shall have wide pans with 2-3 stiffening ribs for effective water shedding and special male/ female ends with full return legs on side laps for purlins support and anti-capilary flute in side lap. The sheets shall be fixed using polymer coated hot dip galvanised hex head self drilling fasteners as per AS:3566 (Class-3) on each crest of sheets for connection with purlins and polymer coated hot dipped stitching fasteners at 300 mm c/c on all sides and end laps, etc. Approved sealing tapes shall be used on side laps and end laps of sheets and closer to be provided at the last end of sheet. The measurement shall be based on per unit of finished/ laid area. Item to include curved sheets also wherever required. The Contractor shall give minimum 10 year guarantee for the sheets against deterioration, disintegration, loss of lustre, variation in colour, etc. and leakages across laps, fasteners etc. The Contractor is to submit design and shop drawing for approval on the sheet profile, design and details before installation :
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-
-
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Roof, side cladding, gable end cladding, gutters, rainwater pipes/ spouts etc. [Note: The area of sheet coverings shall be measured on the flat surface i.e. without allowance for laps and ribs].
470
1588
1874.73
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Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks :
-
-
-
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Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
320
712
841.29
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Cement mortar 1:4 (1 cement : 4 coarse sand)
10.5
7295
8608.42
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