Indian Oil Corporation Limited Tender
BidAssist is a very user-friendly website which helps in finding the specific Assam e-tender that one is looking for. For getting any information or detail about any e-tender the Assam government must have posted, BidAssist is designed in such a manner so as to provide information on all government tenders in one place without any inconvenience.
Costs
EMD
0Document 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
2024_BGR_175670_1Bid Award Id
ViewTender No
BN24ES012Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
BOQ Items
INSTALLATION OF VESSELS/ COLUMNS/ DRUMS/ FILTERS MORE THAN 10 MT AND UPTO 20 MT (INCLUDING HEAVY EQUIPMENT CHARGES) Transportation of vessel/ columns/ filters/ drums etc. from owner's storage point to worksite, assembly of parts, sub-assemblies (including internals), erection at all elevations, aligning, tightening of bolts, grouting, cleaning, hydrotesting and flushing by water, draining, drying by compressed air and installation of all mountings and completing the works in all respects including earthing protection by way of fixing strips and electrodes as per drawings and specifications. Job also includes supplying of all types of tools, tackles, lifting arrangements, heavy equipment, machineries all consumables and labour to complete the job in a workman like manner, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
INSTALLATION OF VESSELS/ COLUMNS/ DRUMS/ FILTERS MORE THAN 10 MT AND UPTO 20 MT (INCLUDING HEAVY EQUIPMENT CHARGES)
15
-
26333.35
OPENING AND BOXING UP OF MANHOLES The job involves opening of cover, man holes, by opening of bolts and nuts, cold/hot cutting of corroded fasteners, boxing up by using new and proper rating gasket after cleaning of gasket faces and complete the job in all respect as per drawings and direction of the Engineer-in-Charge, including all labour, tools, tackles, consumables and supervision etc.
-
-
-
Dia 18" to 24"
2
-
909.23
MAINTENANCE OF VESSEL/ COLUMN The job includes blinding/ de-blinding, hose connections for steaming, water flushing, air flushing, and entry permit of vessel, opening of manholes, hand holes, vent etc., thorough cleaning of internal surface and fittings, removal and refitting of components, strainers after cleaning. Removal, reloading/ replacement of activated charcoal, raching rings etc. including transportation of material and disposal of the refusal and minor repairs like weld build up of the scarred portion/ pitted area wherever required etc. gasket cutting at the required sizes from gasket sheet and replacing the same including cleaning of joint surface. Final blinding / de-blinding, boxing up and other necessary piping connections, hydraulic testing, hot bolting of all joints during hot circulation as per requirement and as instructed by Engineer-in-Charge (area of shell internal surface and trays/ baffles top and bottom to be measured separately). Note: Tray and packing related jobs shall be paid extra. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
69
-
574.17
WELD DEPOSIT ON PITTED SURFACE Grinding / cleaning of pitted / corroded area and filling the pitted surface by weld deposit and grinding / smoothening the surface as required and complete the job in all respect as per drawings and direction of the Engineer-in-Charge, including all labour, tools, tackles, consumables and supervision etc.
-
-
-
CS weld deposit for vessel / heat exchanger / column etc. (upto 2.5mm depth)
1000
-
18.32
STEEL SCAFFLODING (MATERIALS IN CONTRACTOR'S SCOPE) The job includes supply of all scaffolding materials, transportation to work site, erection of scaffolding at site as per ISMS (IndianOil Safety Management System) Standard-1007 on Scaffold Safety with safest and reliable design. Scaffolding design should consider the worst load combination expected during its service period. The supporting structure should be sufficient in strength, stability, and rigidity; The safety of personnel associated with the erection, alteration, and dismantling of the scaffold; the safety of persons using the scaffold; and the safety of persons in the vicinity of the scaffold to be considered mandatorily. Standard Tags for "Fit for Use" in Green Color and "Not Fit for Use" in Red Color to be fitted on scaffolding as per ISMS Standard-1007. Note: 1. For measurement in SQM: 2 (length + width) X height area covered by the scaffolding is to be taken. 2. Scaffolding measurement to be done by breaking the height into parts as per height slab mentioned below and adopting respective rates against mentioned height slabs.
-
-
-
Upto 6 M
100
-
101.62
REPLACEMENT OF GASKETS Job involves opening of all types of flanged joints, valve bonnet etc. by debolting, cold or gas cutting of fasteners, cleaning of flange face revisioning/ replacement of fasteners, providing proper rating of gaskets, and boxing up of flange joint. This also includes necessary capping / decamping of threaded joints, area cleaning, hot bolting etc. torque wrench if required shall be arranged by IOCL on returnable basis. Requirement of scaffolding to be envisaged and decided by Engineer-in-Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
Above 25 mm to 80 mm
36
-
76.13
Above 80 mm to 200 mm
4
-
114.2
Above 450 mm to 600 mm
2
-
570.98
HYDROTESING OF PIPING WORKS Hydrostatic testing of pipelines at the specified pressure including blinding/deblinding, fabrication and fixing of testing connections, pressure gauge installation. Hose pipe connection and making all other arrangements as required and dewatering, flushing and boxing up after fixing proper gaskets with supply of all labour, tools andtackles, instruments and instruction of the Engineer-in-Charge. The job has to be carried out at all elevations. In case of Hydrotest Failure, Re-testings shall be carried out at no extra cost. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
50 mm
48
-
38.6
80 mm
24
-
76.43
Vessel/ Bullet
75
-
270.12
COLD CUTTING OF CARBON / ALLOY STEEL PIPE LINES (INSULATED / UNINSULATED) Cold cutting and removal of above ground or overhead/ underground in tranches/ insulated/ uninsulated pipelines of carbon steel/ alloy steel from various location such as pipe racks, columns, pump house, vessels, heaters, heat exchangers, desalters etc. including removal of insulation materials, all on line instruments, fittings, flanges, valves, vents, drains, branching etc.; lowering down / lifting the same to ground level with due care so that no other piping, equipment, machinery etc. is damaged; cutting into pieces if required; segregating for salvaging useful fittings such as bends, flanges, valves, instruments etc. by unbolting, gas cutting, cold cutting etc. transporting and stacking the salvageable useful materials to workshop / instrument workshop/ store or as per the direction of the Engineer-in-Charge and shifting the scrap pipes etc. to scrap yard or any other location within refinery premises all complete as per the instructions of Engineer-in-Charge. Scope also includes supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects including area preparation, taking clearance for hot jobs, blinding and deblinding area cleaning after completion of work, arrangement for flushing wherever required as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. Salvaging of useful fitting from redundant pipe, if done, will be paid under separate item. 3. Civil works (excavation and back filling) for underground dismantling shall be paid separately. Note: For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
50 MM NB
48
-
172.83
80 MM NB
24
-
267.61
CARBON STEEL PIPING FOR NON-HYDROCARBON SERVICE (WITH WELDING ELECTRODE E-6013)- OFFSITES Transportation of all piping items from owner's storage points to work site and / or pre-fabrication yard and to site after pre-fabrication; cutting, grinding, edge preparation of pipes and fittings, like flanges, elbows, tees, reducers etc. to match the mating edges of different thickness; fit-up, bending, welding using approved welding electrodes as per owners quality requirements etc. as per codes/specifications, drawing etc., threading, laying, erection and alignment of pipes upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches, anchoring wherever required, connecting with equipment, nozzles, steam traps, strainers, orifice assemblies (including tapping upto first block valve), spray nozzles, rotameters; tapping for instrument connections like pressure gauges, thermowells, sample connections, vents, drains etc. including fixing of all types of SW valves, gaskets, nuts and bolts, all inline instruments, elbows, tees, flanges, reducers, full coupling or half coupling, reinforcement pads, earthing strip wherever required; welding prefabricated shoes and supports (including alignment) as per the drawings including preparation of small bore isometrics upto 1.5 inch NB, specifications, codes etc. and as per the instructions of the Engineer-in-Charge to his entire satisfaction. The scope also includes supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects including area preparation for hot jobs, area cleaning after completion of work, flushing wherever required, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. 4. Piping up to 40mm NB shall be fully TIG welded. Piping size 50mm NB & above, where TIG welding is used for root run only, the rates to be escalated by 15% and where TIG welding is used for entire joints the rates to be escalated by 20%.
-
-
-
50 mm NB, Schedule more than 40 but upto 80
48
-
207.47
80 mm NB, Schedule upto 40
24
-
305.72
DYE PENETRATION TEST FOR PIPING WORKS Performance of dye penetration test including supply of all necessary materials, penetrant, developer etc. along with all equipment’s, labour, for carrying out the work as per specification and direction of engineer -in-charge at all elevations. Test has to be carried out in all metallurgy the test has to carry out on all schedules of pipes.
-
-
-
For Pipes (Per Inch Dia)
100
-
55.35
RADIOGRAPHY OF PIPING WORKS Performance of radiographic inspection on all type and sizing of piping/ pipe fittings in position at all heights inclusive of providing sources, film, chemicals, and all necessary equipment, consumables etc. complete in all respect as per specification and instruction of the Engineer-in-Charge.
-
-
-
For Pipes (Per Inch Dia)
100
-
329.68
FIXING / REMOVAL OF FLANGES / BLIND FLANGES OF RATING UPTO 300# Opening / fixing etc. of flanges / blind flanges / spool pieces at the two flange joint (rating upto 300#) as and when required for elbow reversing, wedge opening etc. or any other job including handling of flanges and preparation of gaskets from the sheet including tools and tackles, consumables, supervision etc. and as per direction of the Engineer-in-Charge.
-
-
-
50 mm
24
-
96.05
80 mm
12
-
153.67
150 mm
2
-
288.14
INSTALLATION OF FLANGED / RTJ VALVES/ LEVEL TROLL/ FIRE HYDRANT/ MONITORS/ SAFETY VALVES ETC. Transportation of all types of flanged / RTJ valves, level troll, fire hydrant, monitor, gaskets, nut bolts etc. either from owner's storage point to workshop and/ or worksite. Installation at ground level i.e. up to a height of 5 meters on sleepers, pipe racks etc. or up to 5 meters depth in trenches including assembly of valve accessories, cleaning of flanged faces, lapping of RTJ rings, providing new gasket (IOCL supplied) or cutting of new gaskets to proper size if required, placing the gaskets / RTJ ring properly, installation in position with correct direction, tightening of studs, providing earthing protection by way of fixing strips, complete the job in all respect as per drawings and direction of the Engineer-in-Charge, including all labour, tools, tackles, consumables and supervision etc. and tightening of the gland to ensure zero leak including hot bolting wherever applicable. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. Requirement of heavy equipment (other than transportation) to be envisaged by Engineer in Charge and to be arranged separately, if r equired, as the same in not included in the item rate. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
For Valves (other than RTJ)
400
-
30.53
Dismnt & Install of Foam Tank (Civil)
-
-
-
EXCAVATION
-
-
-
Earth work in excavation by mechanical m
-
-
-
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.
300
-
134.91
Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials:
-
-
-
All kinds of soil.
50
-
87.34
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
150
-
12.08
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material:
-
-
-
Beyond 30 cm girth up to and including 60 cm girth.
10
-
367.51
Beyond 60 cm girth up to and including 120 cm girth.
5
-
1633.88
Beyond 120 cm girth up to and including 240 cm girth.
10
-
7573.77
Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered):
-
-
-
Depth not exceeding 1.5 m.
25
-
134.82
Depth exceeding 1.5 m but not exceeding 3 m.
25
-
145.96
Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered):
-
-
-
Depth not exceeding 1.5 m.
25
-
69.57
Depth exceeding 1.5 m but not exceeding 3 m.
25
-
76.72
BACKFILLING
-
-
-
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.
200
-
135.37
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
10
-
2184.6
DEMOLISHING & DISMANTLING
-
-
-
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).
50
-
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.
10
-
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.
15
-
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.
10
-
1416.6
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
-
-
-
G.S. Sheet.
20
-
122.82
Asbestos sheet.
100
-
57.09
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.
2500
-
4.21
Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres.
1500
-
0.61
Extra for marking of structural steel work required to be re-erected.
2500
-
3.66
Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :
-
-
-
15 mm to 40 mm nominal bore.
15
-
105.39
Above 40 mm nominal bore.
15
-
115.86
Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge:
-
-
-
Up to 150 mm diameter.
15
-
239.66
Above 150 mm dia up to 300 mm dia.
15
-
331.04
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.
150
-
225.57
PCC
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - 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).
50
-
6644.73
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete - 40mm thick with 20mm nominal size stone aggregate.
150
-
520.28
RCC
-
-
-
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 derived from natural sources).
5
-
8126.23
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 :
-
-
-
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).
5
-
9405.71
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases 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).
5
-
9797.19
"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. "
-
-
-
All works up to plinth level: Concrete of M30 grade with minimum cement content of 350 kg /cum
85
-
8600.64
All works above plinth level up to floor V level: Concrete of M30 grade with minimum cement content of 350 kg /cum
45
-
8547.75
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand including finishing the top smooth.
50
-
638.65
BRICK WORK
-
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand).
5
-
6791.85
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 1:4 (1 cement : 4 coarse sand).
5
-
8208.59
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in:
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand).
5
-
821.97
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 mortar 1:4 (1 cement :4 coarse sand).
10
-
978.42
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources).
10
-
376.39
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 a piece of cloth lightly soaked in kerosene oil.
10
-
113.81
PLASTERING
-
-
-
12 mm cement plaster of mix :
-
-
-
1:4 (1 cement: 4 fine sand).
20
-
275
15 mm cement plaster on the rough side of single or half brick wall of mix :
-
-
-
1:4 (1 cement: 4 fine sand).
20
-
317.61
6 mm cement plaster of mix : "Note: Ceme
-
-
-
6 mm cement plaster of mix : - 1:3 (1 cement: 3 fine sand).
10
-
232.75
Neat cement punning.
10
-
65.54
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
50
-
207.89
FORMWORK
-
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete.
175
-
318.66
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
50
-
662.11
Suspended floors, roofs, landings, balconies and access platform.
15
-
722.44
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
35
-
579.15
Columns, Pillars, Piers, Abutments, Posts and Struts.
75
-
759.19
REINFORCEMENT (In contractor's scope)
-
-
-
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.
6500
-
94.05
PAINTING (Concrete & Building)
-
-
-
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.
50
-
150.24
Finishing walls with water proofing cement paint of required shade-New work (Two or more coats applied @ 3.84 kg/10 sqm).
50
-
94.83
Distempering with 1st quality acrylic distemper, 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:
-
-
-
One coat.
25
-
50.29
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.
100
-
121.19
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.
15
-
58.89
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
15
-
28.52
Finishing walls with Acrylic Smooth exterior paint of required shade-New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).
100
-
145.59
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade - One or more coats on old work.
250
-
82.84
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade - Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
250
-
183.27
Wall painting with premium acrylic emulsion paint of interior grade, 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:
-
-
-
One coat.
50
-
75.76
Two coats.
50
-
113.32
White washing with lime to give an even shade: - New work (three or more coats).
10
-
28.5
Colour washing such as green, blue or buff to give an even shade :
-
-
-
New work (two or more coats) with a base coat of white washing with lime.
10
-
39.09
PAINTING (STRUCTURAL WORK)
-
-
-
Applying priming coat with ready mixed primer of approved brand and manufacturer at all heights over steel surfaces like structures, columns, pipes, vessels, tanks etc. as per manufacturers specifications and directions of the Engineering-in- Charge; all complete including cleaning the surface using emery papers/ Power tool cleaning such as ST-2 or ST-3 as per requirement, including all material, consumables, tools, tackles, labour etc but excluding Scaffolding. Note- No. of coats mentioned in the SOR items are only indicative and contractor has to achieve rquired DFT by applying more coats (if required) within the relevant SOR item rates.
-
-
-
Inorganic Zinc Silicate primer to achive a minimum DFT of 65-75 microns (one or more coat of 65-75 micron each).
750
-
162.11
Two pack epoxy phenolic primer to achive a minimum DFT of 300 microns (2 or more coats of 150 micron each)
25
-
290.07
HB Zinc phosphate coating primer to achive a minimum DFT of 30-35 microns (1 or more coat of 30-35 micron )
25
-
64.77
Supplying and applying various epoxy and other protective intermediate / finish paints of approved brand and manufacturer at all heights over prepared/primed surface for steel structures, pipelines, tanks, vessels, equipments, concrete floors etc. as per manufacturers specification and directions of Engineer-in-charge all complete including all materials, labours, tools-tackles and consumables etc but excluding Scaffolding. Note- No. of coats mentioned in the SOR items are only indicative and contractor has to achieve required DFT by applying more coats (if required) within the relevant SOR item rates.
-
-
-
HB Epoxy MIO to achive a minimum DFT of 100-150 microns (one or more coat of 100-150 Micron).
750
-
133.23
HB Epoxy based Zinc phosphate to achive a minimum DFT of 35-40 microns (One or more coat of 35-40 micron).
25
-
86.75
Two pack Acrylic Poly-urethane (PU) to achive a minimum DFT of 40-50 microns (one or more coat of 40-50 micron).
750
-
115.69
Surface cleaning to Sa 2-1/2 Swedish Specification by Grit/shot blasting (extra over St-2 / St-3 cleaning) by using abrasive materials of size range 16 to 30 (~0.6 to 1.2 mm) mesh like copper grit / shot etc as per relevant standard and direction of Engineer-in-Charge on steel surfaces like storage tanks, columns, vessels, exchangers, chimneys, steel structures and other flat surfaces including pipelines of 350 NB and above diameters in position at all heights including all materials, equipments, tools and plants, consumables, labour etc complete in all respect as directed by Engineer-in-charge but excluding cost of scaffolding. Compressed Air shall be in the scope of contractor (Contractor will have to make his own arrangement for compressor etc. for arranging required air for blasting).
500
-
140.33
STRUCTURAL STEEL WORK
-
-
-
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.
500
-
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.
15000
-
113.46
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete:
-
-
-
Hot finished welded type tubes.
7500
-
151.34
Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required:
-
-
-
In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete.
500
-
107.02
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
750
-
141.55
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer:
-
-
-
M.S. tube.
500
-
153.1
GI PROFILE SHEET
-
-
-
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.
550
-
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).
75
-
449.93
Gutter (600 mm over all girth).
150
-
1110.42
CHEMICAL GROUT
-
-
-
Providing grouting in pockets/bases etc (As per Technical specification), cost of grouting, including supply of materials shall be covered in the unit rates. Rates shall include cost of labor, supervision, deployment of tools & tackles, consumables, materials and other associated arrangements required to execute all the related activities. Grouting using Free flow non shrinkable grout material CONBEXTRA GP-2 or approved equivalent etc WO 28780494 dt 20.04.23 Header Line item 20 Item 8740
1.5
-
16099.35
SCAFFOLDING
-
-
-
STEEL SCAFFLODING (MATERIALS IN CONTRACTOR'S SCOPE) The job includes supply of all scaffolding materials, transportation to work site, erection of scaffolding at site as per ISMS (IndianOil Safety Management System) Standard-1007 on Scaffold Safety with safest and reliable design. Scaffolding design should consider the worst load combination expected during its service period. The supporting structure should be sufficient in strength, stability, and rigidity; The safety of personnel associated with the erection, alteration, and dismantling of the scaffold; the safety of persons using the scaffold; and the safety of persons in the vicinity of the scaffold to be considered mandatorily. Standard Tags for "Fit for Use" in Green Color and "Not Fit for Use" in Red Color to be fitted on scaffolding as per ISMS Standard-1007. Note: 1. For measurement in SQM: 2 (length + width) X height area covered by the scaffolding is to be taken. 2. Scaffolding measurement to be done by breaking the height into parts as per height slab mentioned below and adopting respective rates against mentioned height slabs.
-
-
-
Upto 6 M
300
-
101.62
Above 6 m upto 10 m
100
-
145.17
TEMPORARY BARRICADING
-
-
-
Providing temporary barricading on hire charge basis with good conditioned CGI sheets and MS pipe supports up to a height of 10 mtrs from pavement level including providing sand bag bunds at the base of the barricade, jointing, bolting, clamping, binding, dismantling, removing all materials after completion of work complete as directed by EIC with all materials, labour, tools complete. PO 28881347 dt 25.05.2023 Item 1740
125
-
309.05
GRANITE WORK
-
-
-
Stone tile work for wall lining up to 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade. 8mm thick (mirror polished and machine cut edge):
-
-
-
Granite stone of any colour and shade.
6
-
2644.27
LETTER ENGRAVING
-
-
-
Engraving letters in hard stone. Note: Unit "Each" refers to "Per cm height per letter".
100
-
9.2
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements