Indian Oil Corporation Limited Tender
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Indian Oil Corporation Limited - IOCL Tender
Civil And Construction
Eprocure
Opening Date11 Jan 2025
Closing Soon7 Feb 2025
Tender Amount₹ 80,64,229.29
Costs
EMD
₹ 20,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_NRBIJ_183107_1Tender No
PMJTS24053Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
GEM & Bid Advisory Services
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Documents
Special_Instructions_to_the_Bidders_20230207_version_1a
BOQ Items
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Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, tr ansporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for a ll leads including all lifts involved.
37.5
-
6873.35
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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 obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :
-
-
-
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Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
4.7
-
6656.03
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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 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. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge]
10
-
34365.85
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isposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including lo ading, transporting, unloading to designated location/ approved municiple dumping ground for lead up to 10 Km and for all lifts, com plete as per directions of the Engineer-in-Charge. [Note: This item shall also be applicable in urban areas having directions for re stricted hours for movement/ plying of load carrying motor vehicles of 3.5 cum or more.]
139.2
-
52295.83
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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 :
-
-
-
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Cement mortar 1:3 (1 cement :3 coarse sand)
2.07
-
2613.97
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Cement mortar 1:4 (1 cement :4 coarse sand)
3.45
-
4359.92
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Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratch es etc. complete.
2928.31
-
56357.67
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Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth comple te.
1212.5
-
323363.81
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Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content :
-
-
-
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With water thinnable cement primer on wall surface having VOC content less than 50 grams/ litre.
5610.73
-
456362.19
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Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 gra ms/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour :
-
-
-
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Two coats
614.4
-
94879.7
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Finishing walls with Acrylic Smooth exterior paint of required shade :
-
-
-
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Old work (One or more coat applied @ 0.90 ltr/10 sqm)
1670.15
-
152498.72
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
-
-
-
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One or more coats on old work
6069.2
-
657798.1
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Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete :
-
-
-
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On steel work
723.76
-
186197.1
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Painting with aluminium paint of approved brand and manufacture to give an even shade :
-
-
-
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One or more coats on old work
990.43
-
98358.41
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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 n atural sources]
10.2
-
84279.68
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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 fr om natural sources]
104.22
-
1018874.92
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12 mm cement plaster of mix :
-
-
-
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1:4 (1 cement : 4 fine sand)
550
-
198989.89
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Lettering with black Japan paint of approved brand and manufacture. [Note: Unit "EA" shall mean "PER LETTER PER CM HEIGHT"].
30000
-
190806
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Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] :
-
-
-
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With float glass panes of 5.50 mm thickness
50
-
85567.11
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Providing and fixing, on fixed glazing/ doors/ window panes, sun control film "HP NATURAL 35 SAFETY COMBINATION FILM-4Mil" of M/s. G ARWARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per directions of the Engineer -in-Charge.
120
-
158828.47
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Supplying and fixing, shop fabricated M.S. steel Electroforged Welded Gratings (Hot dip galvanised as per IS:2629 and tested as per IS:2633 and IS:6745) of approved make with quantity of zinc coating shall not be less than 9.0 N/sqm of surface area (0.12 mm unifor m thickness) over drains, stair treads etc., wherever required with maximum size of void/ mesh in the grating limited to 33 mm x 50 mm including welding/ fixing/ clamping to base frame, etc. complete in all respects inclusive of cost of all labour, materials, tool s, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
4
-
723266.23
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Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge
5
-
32477.49
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Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including prep aration 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, m aterials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of concr ete work).
1.5
-
230751.08
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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 ce ment : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete :
-
-
-
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Size of Tile 500x500 mm
41
-
68617.35
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Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per d irections of the Engineer-in-Charge :
-
-
-
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Polyester powder coated (Minimum thickness 50 micron) aluminium tubular handle bar
4
-
3039.87
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Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber base d adhesive.
4.8
-
7605.85
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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/ neopre ne 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 d rawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] :
-
-
-
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Polyester powder coated aluminium (Minimum thickness of polyester powder coating 50 micron)
100
-
61344.66
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Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logo embossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. :
-
-
-
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With stainless steel cover plate minimum 1.25 mm thickness
6
-
19108.14
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite (of any colour and s hade) for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour an d texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matc hing pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels :
-
-
-
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Area of slab over 0.50 sqm
12
-
63484.94
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Providing edge moulding to 18 mm thick Marble/ Granite stone counters, Vanities etc., including machine polishing to edge to give hi gh gloss finish etc. complete as per design approved by the Engineer-in-Charge :
-
-
-
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Granite Work
12
-
5960.09
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserv iceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 me tre lead as per directions of the Engineer-in-Charge.
50
-
6207.39
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Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the directi ons of the Engineer-in-Charge. [Note: Old CC paver blocks shall be supplied by the department free of cost].
50
-
21398.12
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
-
-
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more
100
-
11022.38
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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 centr e, manufactured out of 0.45 mm BMT (Base Metal Thickness) Hi-Tensile Steel (Minimum yield strength of 550 MPa) coated with hot dip m etalic 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 e xterior coat of super polyster XRW on top surface and 5 micron super polyester on back surface over 5 micron primer coats on both su rfaces including side and end laps. The sheets shall have wide pans with 2-3 stiffening ribs for effective water shedding and specia l 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 sea ling 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 sha ll be based on per unit of finished/ laid area. Item to include curved sheets also wherever required. The Contractor shall give mini mum 10 year guarantee for the sheets against deterioration, disintegration, loss of lustre, variation in colour, etc. and leakages a cross 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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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].
153.6
-
281561.52
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Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
2.5
-
2056.5
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Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B)
2
-
6538.59
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Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or with power wire brush (wherever blast cleanin g is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill scales etc., application of 1 coat x 50-75 mi crons DFT of Inorganic Zinc Ethyl Slicate Primer, followed by application of sealer coat of 30 micron DFT and intermediate coat of 1 50 micron DFT with surface tolerant epoxy mastic paint and 2 coats x 50 micron each DFT of Isocynate Aliphatic Poly Urethene (PU) by airless spray, with approved materials, paints, tools, tackles, consulambles, non-consumables, labour, equipment etc. to complete t he job in all respects as per specification and instructions of the Site Engineer / EIC. The total DFT shall be minimum 330 microns.
700
-
1236629.38
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With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works.
58.25
-
26119.3
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Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
70
-
59140.77
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Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cemen t mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
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450 mm dia R.C.C. pipes
42
-
150389.82
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Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion.
20
-
8271.56
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Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with ceme nt mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curv e, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per directions of the Engineer -in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Old kerb stones shall be supplied by the d epartment free of cost.]
100
-
11245.4
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Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceab le material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre l ead as per directions of the Engineer-in-Charge.
100
-
3801.96
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Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully c overed with high intensity encapsulated lens type retro-reflective sheeting as approved by the Engineer-in-Charge. Letter, symbols, borders etc. will be as per IRC:67 with required colour scheme on the boards and with the high intensity Grade-A. The aluminium shee t to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epox y paint including appropriate priming coat complete in all respects as per directions of the Engineer-in-Charge.
4
-
36498.01
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Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign mate rial etc. complete :
-
-
-
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New work (Two or more coats)
67.53
-
19771.54
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Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required :
-
-
-
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Bituminous Portion
82.72
-
412403.49
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Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
6
-
1985.3
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Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design.
87.4
-
28112.75
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Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion.
36
-
14888.82
... More
Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge.
20
-
3420.35
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ROOFING & CEILING :
-
-
-
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Providing and laying 20 mm thick pre-cast cement concrete tiles of mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates 1 2.5 mm nominal thickness) grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compund by w eight of cement over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) finished neat 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.
200
-
397296.56
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Grading roof for water proofing treatment with :
-
-
-
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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
10
-
93885.52
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Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, blac k finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of me mbrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemi cal parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. (b) Tear strength in longitudinal and transverse direction as 300/250N. (c) Softening point of membrane not less than 150°C. (d) Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.
200
-
145069.2
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