Indian Oil Corporation Limited Tender
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Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Various Works Like Modernisation Of Existing Refueller Shed, Provision Of Spill Containment Drain, Segregration Of License
Description
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Contact
Tender Id
2022_ERO_158732_1Bid Award Id
ViewTender No
RCC/ERO/37/2022-23/LT-161Tender 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_20220221v1a.pdf
Bidders Help Document for Preferential Bidding
SpecfnRevisedLEDPolicyLT161.pdf
TechSpec_StructuralCanopyLT161.pdf
TechnicalspecificationsofLEDLT161.pdf
ABCD_ExcelDeclarationsLT161.xls
BOQ Items
Dismantling roofing including ridges, hips valleys & gutters, False ceiling of any type and stacking the material within premises, of:
-
-
-
i) G.S. Sheet/ Klippon galvalume sheet/ False ceiling panels
120
-
187.86
Supply, Fabrication and Erection of Pre Engineered steel structures.
-
-
-
Preparation of fabrication drawings, bill of materials,
getting approval from consultant/Client, including supply and factory fabrication of Pre-engineered steel structures such as columns, column bracings, sheeting posts, rafters, roof bracings, struts,roof purlins, side runners, sag angles, sag rods, chequered plates, stair cases, ladder, Anchor bolts (anchor bolts supply by Pre Engineered Beam vendor and fixing shall be carried out by civil contractor) etc and all other structural items as required in case of canopies at ROs. This includes surface prepartion by shot/grit/copper
slag blasting to Swedish Standard SA 2½ for painting, supply and application of Painting for structural members as per specifications (Primer coat: Red Oxide Zinc Phosphate Primer (P3), DFT 60-70 µm (2 coats of 30-35 µm); Finish coat: Synthetic Enamel Paint (F6), DFT 40-50 µm (2 coats of 20-25 µm); Total DFT shall be minimum 100 µm) at site of approved colour, including loading, transportation, unloading, delivery at erection site, storage
and handling at site, site assembly and finally erection of structures at appropriate location, alignment and bolting/welding of all structures true to line, level, plumb and dimension. The work shall be completed in all respect as per drawings, technical specification and direction of the Engineer-in-Charge.
8580
-
156.79
Providing and fixing 150F/200F flush panel,(pre-coated steel) False Ceiling made of Cold rolled steel sheet conforming to IS 513, having minimum yield stress and tensile stress as 240 Mpa & 300 Mpa respectively. Base metal thickness for ceiling panel and Carriers shall be 0.45mm and 0.55mm respectively. The steel surface shall
have hot dip metallic coated with Zinc coating (galvanizing) as per IS277, with total mass of coating on both sides shall be 120 gms/sqm. The steel shall have organic coating with Regular Modified Polyester (RMP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns RMP paint, over
5-7 microns epoxy primer) and back side 8-10 Microns RMP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.50 MM for Ceiling panel and 0.60 MM for Carrier. Sheet shall have protective Sheet shall have protective guard film of thickness of 25 microns
minimum to avoid scratches while transportation & should be supplied in single length up to 6m (for panel) and up to 5m (for carrier) or as desired by Engineer-in-charge. The ceiling panel shall be clipped into carriers which are suspended from steel trusses/purlins with the help of GI suspension angle of size 25x25x0.5mm thick by means of rigid suspension system meant for exterior. The longitudinal joints of two panels shall be butt joined with a special type of panel splice to be fixed from inner side. The carrier will be joined with carrier splices maintaining a module of 150 mm. The spans shall not exceed as recommended and manufacturer recommendations shall be followed on installation procedure.
132
-
2312.49
Providing and fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of Cold rolled steel confirming to IS:513-2008 of base metal thickness 0.50 mm, having Yield Stress of Min. 275 MPa. Steel surface shall have hot dip metallic coating of Al-Zinc alloy comprising 55% Alluminium,
43.5% Zinc and 1.5% Silicon as per the ASTM-A792M, with total mass of coating on both sides shall be 150 gms/sqm The steel shall have organic coating with Silicon Modified Polyester (SMP) /Super Durable Polyester (SDP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns SMP
/SDP paint over 5-7 microns epoxy primer) and back side 8-10 Microns SMP/SDP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.58 MM. Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation
and should be supplied in single length up to 6m or as desired by Engineer-in-charge.
-
-
-
i) Profile Sheet for roofing
132
-
1631.48
ii) Plain Sheet for Ridges (500 - 600mm).
33
-
641.52
iii) Plain sheet for Flashings/ Aprons (Upto 600 mm)
49
-
568.01
iv) Plain Sheet for Gutter (600 mm over all girth)
33
-
1605.35
Providing valleys of 90cm wide overall in plain G.S. sheet 1.60mm thick with zinc coating not less than 350gm/m², fixed with polymer coated J or L hooks, bolts and nuts 8mm dia.. G.I. limpet : and bitumen washers complete OR G.S.Sheet on fascia of Canopy upto 1.0m width, fixing with rivets/screws etc in place of J/L hooks etc.
33
-
2041.38
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.
-
-
-
110MM PVC Rain Water Pipe
24
-
470.08
Constructing masonry Chamber 60x60x75 cm,inside in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valves etc, with CI surface box 100mm. top diameter,160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5
3
-
14313.59
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Duty
-
-
-
300 mm dia. R.C.C. pipe
40
-
1330.9
ELECTRICAL WORKS
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-
-
Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items
-
-
-
3 Core x 2.5 sq. mm Copper Cable FRLS
300
-
235.03
4 Core x 16 sq. mm Aluminium Cable FRLS
40
-
276.86
NON-FLP HEAVY DUTY DOUBLE COMPRESSION
Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for
aluminium cables shall be used.
-
-
-
3 Core x 2.5 sq. mm
2
-
555.5
FLP HEAVY DUTY DOUBLE COMPRESSION
Cable Termination(FLP):Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Baliga/CEAG-FCG /Flexpro/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
-
-
-
3 Core x 2.5 sq. mm
30
-
563.17
4 Core x 16 sq. mm
6
-
863
Supply and fixing FLP/WP 60W LED Clean Room Fitting with SS reflector & suitable driver, Cable Entry: 2 x 0.75” ET, Finish: Epoxy Light Grey with shade 631:IS5 on False Ceiling
24
-
13760
Providing and laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen
40
-
913.52
Dismantling of following electrical fittings / fixtures with all leads and lifts.
-
-
-
Electrical cables of all sizes from under / above ground position
150
-
44.68
REMOVING OLD LIGHT FITTINGS
15
-
518
REMOVING OLD FLP JUNCTION BOXES
5
-
725
Providing, fixing, testing and commissioning of FLP junction box of approved make for cable connection/ jointing.
-
-
-
For cables 2.5 to 4 sqmm XLPE / AYFY
2
-
2562.94
Excavating trenches of required width for pipes, cables etc including excavation for sockets & dressing of sides, ramming of bottoms,depth upto 1.5m including taking out excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and
disposing surplus excavated soil as directed, within or outside site at unobjectionable place in all kinds of soil
-
-
-
Pipes, Cable etc. 80mm 300m dia
30
-
561.23
Pipes,cables etc. 300mm 600mm dia
40
-
876.22
Taking out existing CC interlocking paver blocks from footpath central verge, including removal of rubbish etc., disposal of unserviceable material out of site at unobjectionable place and stacking serviceable material within premises as per direction of Engineer - in-Charge
80
-
144.94
Laying Corporation supplied interlocking paver blocks of any design /shape laid in required line,level,curvature,colour & pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as/ direction of Engineer-in-charge.
80
-
499.6
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The
scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
800
-
397.5
Removing and Re-fixing of Existing Fall Arrestor in each Refueller Bay
2
-
5000
B. SPILLAGE CONTAINMENT DRAIN AROUND TOPPING UP AREA
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-
-
CONTAINMENT DRAIN
-
-
-
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately
-
-
-
Ordinary rock
65
-
543.13
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, within premises and lift upto 1.5m
25
-
338.48
Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
-
-
-
1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm)
7
-
9440.66
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
-
-
-
RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
23
-
11893.95
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations,footings,bases of columns, etc. for mass concrete
40
-
438.96
Lintels, beams plinth beams,girders bressumers and cantilevers
100
-
850.72
Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
-
-
-
Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
2300
-
128.68
Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting,hoisting,fixing in position & applying a priming coat of approved steel primer etc. as required.
6600
-
201.88
Painting with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
150
-
272.99
SUMP
-
-
-
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately
-
-
-
Ordinary rock
4
-
543.13
Supply & filling coarse sand of Zone III in sand pad foundation in layers not exceeding 200mm.Each deposited layer shall be compacted by mechanical vibration and watering to achieve minimum relative density 95 %. Last layer of sand pad to be prepared in desired slope.
1
-
4245.22
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, within premises and lift upto 1.5m
1
-
338.48
Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
-
-
-
1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
0.5
-
10461.36
Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
-
-
-
Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
2
-
9488.74
Providing and laying cement plaster on surfaces with fine sand including curing etc.
-
-
-
15mm Cement plaster of mix 1:6 (1 cement: 6 fine sand) on rough side of half or single brick wall
6
-
451.28
Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (minimum thickness of 5 mm) 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.
6
-
1587.7
Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
200
-
156.79
Painting with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
4
-
272.99
Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks
2.5
-
1049.21
C. SEGREGRATION OF LICENSE/DE-LICENSE AREA
-
-
-
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately
-
-
-
Ordinary rock
55
-
543.13
Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks
30
-
1049.21
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, within premises and lift upto 1.5m
25
-
338.48
Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
-
-
-
1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm)
5
-
9440.66
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
-
-
-
RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
15
-
11893.95
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations,footings,bases of columns, etc. for mass concrete
60
-
438.96
Lintels, beams plinth beams,girders bressumers and cantilevers
60
-
850.72
Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
-
-
-
Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
1500
-
128.68
Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
2500
-
156.79
Painting with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
150
-
272.99
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia GI wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge using hot dipped galvanised wire of 4mm dia
135
-
1228.49
D. PROVISION OF EMERGENCY SHUTDOWN DEVICE (ESD)
-
-
-
Supply, installation, testing & Commissioning of wall mounted switchboard in sheet enclosure consisting of 110 A, 4P, 50 kA, Contactor, 230V AC trip coil, START / STOP Push button, ON / OFF Indication lamp(LED), Auxiliary contactors, Power & Control Terminals. Push buttons and indication lamps shall be mounted on front door. 2 Nos. of SP 6A MCB shall be mounted on front door. MCB shall get
incoming supply from incomer terminal of Contactor. Outgoing from MCBs shall be wired uptoterminals inside enclosure. The enclosure shall have 6 nos. of cable entry, 2 nos. suitable for 3.5Cx35 sq mm cable & 4 entry suitable for 3Cx2.5 sq mm cable. The work includes supply and
installation of enclosure, Contactor, MCBs lamp, Push buttons, terminals, internal wiring (Contactor Make: L60000001S/Siemens/ABB).
1
-
31787.76
Supply and Installation of Flame Proof ESD Push Button
2
-
3644.48
Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items
-
-
-
3 Core x 2.5 sq. mm Copper Cable FRLS
40
-
235.03
FLP HEAVY DUTY DOUBLE COMPRESSION
Cable Termination(FLP):Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Baliga/CEAG-FCG /Flexpro/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
-
-
-
3 Core x 2.5 sq. mm
4
-
563.17
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