Indian Oil Corporation Limited Tender

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Indian Oil Corporation Limited - IOCL Tender

Works
Electrical and Electronics
Electrical Works
Eprocure
Opening Date16 May 2024
Closing Date10 Jun 2024
Tender Amount₹ 95,89,164 
Notes
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Costs

Summary

Annual Rate Contract For Attending Emergency Restoration Repair Jobs As And When Required

Description

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BOQ Items

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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed by the Engineer-in-Charge :In all kinds of soil

35

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203.41

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Supplying and stacking at site :Moorum

5

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903.56

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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.

5

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461.86

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EARTHWORK: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m.

35

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245.68

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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 :Bituminous Portion

1

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4113.07

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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] : Nominal concrete 1:3:6 or richer mix (including equivalent design mix)

50

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1943.42

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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] : Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)

50

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1199.97

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CONCRETE WORK :Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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]

25

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8065.35

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CONCRETE WORK :Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]

25

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7593.38

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CONCRETE WORK :Providing and laying in position cement concrete of specified grade excluding the cost of centering 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]

25

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7001.11

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CONCRETE WORK : Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 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]

25

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10040.6

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CONCRETE WORK : Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]

25

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9568.62

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CONCRETE WORK : Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 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]

25

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8976.35

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CONCRETE WORK: Centering and shuttering including strutting, propping etc. and removal of formwork for : Foundations, footings, bases for columns

30

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318.61

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CONCRETE WORK: Centering and shuttering including strutting, propping etc. and removal of formwork for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

30

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681.53

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CONCRETE WORK: Centering and shuttering including strutting, propping etc. and removal of formwork for : Columns, piers, abutments, pillars, posts and struts

30

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820.67

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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]

25

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2835.18

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REINFORCED CEMENT CONCRETE :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]

25

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8633.23

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REINFORCED CEMENT CONCRETE :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 : 1:2:4 [1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]

25

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8161.32

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REINFORCED CEMENT CONCRETE :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. above plinth level up to floor five level, excluding 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]

25

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10409.21

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REINFORCED CEMENT CONCRETE :Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete

25

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318.61

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REINFORCED CEMENT CONCRETE :Centering and shuttering including strutting, propping etc. and removal of form for all heights :Columns, Pillars, Piers, Abutments, Posts and Struts

25

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820.67

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REINFORCED CEMENT CONCRETE : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level : Thermo-Mechanically Treated bars of grade Fe-500D or more

25

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93.39

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REINFORCED CEMENT CONCRETE : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level :Thermo-Mechanically Treated bars of grade Fe-500 D or more

25

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93.39

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Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material 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]

25

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1644.15

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MASONRY WORK :Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in :Cement mortar 1:4 (1 cement : 4 coarse sand)

25

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6146.59

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MASONRY WORK :Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in :Cement Mortar 1:6 (1 cement : 6 coarse sand)

25

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5931.21

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FINISHING :12 mm cement plaster of mix :1:4 (1 cement : 4 fine sand)

25

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298.49

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FINISHING :12 mm cement plaster of mix :1:6 (1 cement : 6 fine sand)

25

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284.39

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Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & directions of the Engineer-in-Charge : 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern.

25

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989.63

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Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & directions of the Engineer-in-Charge : 80mm thick Cement Concrete paver block of M-30 grade with approved colour, design & pattern.

25

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1065.97

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Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & directions of the Engineer-in-Charge : 100mm thick Cement Concrete paver block of M-50 grade with approved colour, design & pattern.

25

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1545.99

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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 directions of the Engineer-in-Charge. [Note: Old CC paver blocks shall be supplied by the department free of cost].

25

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362.62

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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per directions of the Engineer-in-Charge.

25

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105.2

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Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer's recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instructions of the Engineer-in-Charge]

25

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72.35

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Applying priming coat of: Red oxide zinc chromate primer With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works.

5

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56.7

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Applying priming coat :Red oxide zinc chromate primer (2nd coat)With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).

5

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30.42

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FINISHING: 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 : On steel work

25

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212.24

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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 :On concrete work

25

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211.85

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Water proofing cement paint:Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 Kg/10 sqm)

5

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102.06

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Water proofing cement paint:Finishing walls with water proofing cement paint of required shade :Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat.

5

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97.53

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Water proofing cement paint:Finishing walls with water proofing cement paint of required shade :Old work (one or more coats applied @ 2.20 kg/10 sqm) complete.

5

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66.38

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ROOFING & CEILING: Providing at all heights, levels and locations Aluminium profile industrial troughed sheet of Alloy 31500/ 31000/ 40800, conforming to IS:1254, IS:737, IS:2676. The sheet shall be fixed using self drilling/ self tapping SS screws of size 5.5x65 mm with EPDM seal complete up to required pitch in horizontal, vertical or curved surfaces including cutting to size and shape where required as per specifications, detail drawings and directions of the Engineer-in-Charge. The rate shall be inclusive of all screws, seal, ridge, labour, scaffolding, machinery for fixing and approved sealent where required etc. but excluding the cost of purlins, rafters and trusses : 0.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm.

25

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1091.75

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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. [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 steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.]

25

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4.63

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Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction 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 steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.]

25

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3.08

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Providing and fixing Stainless Steel (Grade 304) structures made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of the Engineer-in-Charge. [Note: For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.] All as as per drawings, specifications and directions of the Engineer-in-Charge.

25

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643.66

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Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc., for struts, chain link fencing posts as per drawing including gate, ladders, safety grills, walkways, collapsible gate, signboards, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying 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 respect including cutting to required size welding of joints, fixing anchor plates,bolts, threading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards 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. (excluding the cost of concrete work).

8

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126453.66

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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 uniform 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, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.

8

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153212

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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 thereafter. 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 the 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. [Note: This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done]

5

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288.53

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Mechanical Works

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Pipe size up to 2 inch NB : Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner, Item covers only modification / rework jobs.)

25

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550

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Pipe size 3 inch NB to 6 inch NB: Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner, Item covers only modification / rework jobs.)

25

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541

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Pipe size 8 inch NB to 28 inch NB: Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner, Item covers only modification / rework jobs.)

25

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526

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10.75" ODx 0.250" WT IS3589 Pipe: Taking delivery of internal epoxy coated pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall also include cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to welding and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / Equivalent with coating of thickness 700-1000 Microns. Internal coating shall be done at the inner surface of pipe ends, Flanges, pipe fittings, valves, etc so that the internal surface of piping is not directly exposed to water, and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.

10

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3989

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8.625" ODx 0.250" WT IS3589 Pipe: Taking delivery of internal epoxy coated pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall also include cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to welding and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / Equivalent with coating of thickness 700-1000 Microns. Internal coating shall be done at the inner surface of pipe ends, Flanges, pipe fittings, valves, etc so that the internal surface of piping is not directly exposed to water, and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.

10

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3240

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6.625" ODx 0.250" WT ASTM A106/ ASTM A53/ API 5LGr B Pipe: Taking delivery of internal epoxy coated pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall also include cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to welding and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / Equivalent with coating of thickness 700-1000 Microns. Internal coating shall be done at the inner surface of pipe ends, Flanges, pipe fittings, valves, etc so that the internal surface of piping is not directly exposed to water, and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.

10

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2322

... More
3.5" OD x 0.216"WT ASTM A106/ ASTM A53 Pipe: Taking delivery of internal epoxy coated pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall also include cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to welding and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / Equivalent with coating of thickness 700-1000 Microns. Internal coating shall be done at the inner surface of pipe ends, Flanges, pipe fittings, valves, etc so that the internal surface of piping is not directly exposed to water, and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.

10

-

1269

... More
Supply of IS: 3589, Gr. Fe 410 pipes with factory coated internal coating - 10.75" ODx 0.250" WT IS3589 FE410 Pipe

10

-

6983

... More
Supply of IS: 3589, Gr. Fe 410 pipes with factory coated internal coating - 8.625" ODx 0.250" WT IS3589 FE410 Pipe

10

-

5603

... More
Supply of IS: 3589, Gr. Fe 410 pipes with factory coated internal coating - 6.625" ODx 0.250" WT IS3589 FE410 Pipe

10

-

4303

... More
Supply of ASTM A106 Gr.B Pipe - 3.500" ODx 0.216" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe

10

-

2072

... More
Supply of Steel Fasteners - Fasteners for Flanges 3" x 150# (0.625" Dia. X 4.00" Length)

280

-

54

... More
Supply of Steel Fasteners -Fasteners for Flanges 6" x 150# (0.750" Dia. X 4.50" Length)

280

-

86

... More
Supply of Steel Fasteners - Fasteners for Flanges 8" x 150# (0.750" Dia. X 4.75" Length)

280

-

108

... More
Supply of Steel Fasteners - Fasteners for Flanges 10" x 150# (0.875" Dia. X 5.25" Length)

280

-

137

... More
Supply of Steel Flange - 3" WNRF 150#

15

-

715

... More
Supply of Steel Flange - 6" WNRF 150#

15

-

1675

... More
Supply of Steel Flange - 8" WNRF 150#

15

-

3156

... More
Supply of Steel Flange - 10" WNRF 150#

15

-

3967

... More
Supply of Spiral Wound Metallic Gaskets - 3" SWMG ANSI 150#

20

-

152

... More
Supply of Spiral Wound Metallic Gaskets - 6" SWMG ANSI 150#

20

-

235

... More
Supply of Spiral Wound Metallic Gaskets - 8" SWMG ANSI 150#

20

-

328

... More
Supply of Spiral Wound Metallic Gaskets - 10" SWMG ANSI 150#

20

-

399

... More
Supply of Bends - 3" x 150# 90° LR Bends

25

-

471

... More
Supply of Bends - 6" x 150# 90° LR Bends

25

-

1688

... More
Supply of Bends - 8" x 150# 90° LR Bends

25

-

3321

... More
Supply of Bends - 10" x 150# 90° LR Bend

25

-

7020

... More
Supply of Equal Tee - 3" ANSI 150# Equal Tee

20

-

540

... More
Supply of Equal Tee - 6" ANSI 150# Equal Tee

20

-

2055

... More
Supply of Equal Tee - 8" ANSI 150# Equal Tee

20

-

2812

... More
Supply of Equal Tee - 10" ANSI 150# Equal Tee

20

-

7702

... More
Supply of Un Equal Tee - 8" x 6" ANSI 150# Un Equal Tee

15

-

5772

... More
Supply of Un Equal Tee - 10" x 6" ANSI 150# Un Equal Tee

15

-

8441

... More
Supply of Un Equal Tee - 10" x 8" ANSI 150# Un Equal Tee

15

-

11481

... More
Supply of Concentric Reducer - 8"x6" x Concentric Reducer x 150#

20

-

1766

... More
Supply of Concentric Reducer - 10"x6" x Concentric Reducer X 150#

20

-

3751

... More
Supply of Concentric Reducer - 10"x8" x Concentric Reducer X 150#

20

-

3868

... More
Services

-

-

-

... More
Service charges for providing unskilled labours as per directions by EIC. Prorata basis shall be followed for lesser/higher quantities.

360

-

75.6

... More
Hire Charges for Tractor with Trolley for one day i.e. 8 hours. Payment for extra hours shall be done on pro-rata basis. Above hire - charges include cost of services of operating staff, Cost of lubricating oil, diesel/ Petrov Kerosene oil , other consumables for running the plant and machinery etc. The job is complete in all aspects including supply of lubes, fuel, consumables etc as per directions of EIC. Prorata basis shall be followed for lesser/higher quantities.

25

-

8041.18

... More
Hire charges for Hydraulic Excavator (3D) with driver and fuel for 1 DAY i.e 8 hours. Payment for extra hours shall be done on pro-rata basis.The job is complete in all aspects including supply of lubes, fuel, consumables etc as per directions of EIC. Prorata basis shall be followed for lesser/higher quantities.

25

-

6595.17

... More
Providing hydra of capacity at least 14 Ton for a period of 08(Eight) hours with an experienced operator. Payment for extra hours shall be done on pro-rata basis. The job is complete in all aspects including supply of lubes, fuel, consumables etc as per directions of EIC. Prorata basis shall be followed for lesser/higher quantities.

25

-

4754.27

... More
Hire charges for providing and installing dewatering pumps for pumping out of water including dewatering oily water mixed with muck / sludge etc. from foundation trenches, ponds, depressions etc. by contractor's own vacuum pump/centrifugal pump /enginer operation pump/tractor mounted pumps/engine driven pumps/trolley mounted pumps/external engine driven pumps/air compressor pumps etc with all labour, hoses, consumables, fuel etc. complete as per the direction of the Engineer-in-charge. The hire charges are payble only in case of mobilisation as an emergency standby provision but actual operation is not done. This item shall be operated only after getting the approval of the Engineer-in-Charge. (Note: (1) This item shall be included only after getting the approval of the Engineer in Charge. (2) Unit "DAY" shall mean "Per HP Per Day".)

5

-

875

... More
Pumping out of water including dewatering oily water mixed with muck/ sludge etc. from foundation trenches, ponds, depressions etc. by contractor's own vacuum pump/centrifugal pump /enginer operation pump/tractor mounted pumps/engine driven pumps/trolley mounted pumps/external engine driven pumps/air compressor pumps etc. with all labour, hoses, consumables, fuel etc. complete as per the direction of the Engineer-in-charge. (Note: This item shall be operated only after getting the approval of the Engineer-in- charge. This item shall be included only when Dewatering/ Pumping out of water is not included in any other item. This item pertains to only such pumping of water as is envisaged at the time of tendering and do not include those that need be covered under contractual risk). (Note: Unit "HR" shall mean "Per HP per Hour").

5

-

101

... More
Welding, erection,fabrication of IOC supplied steel structure and testing of made structure as guided by EIC/SIC.

30

-

19240.45

... More
Painting:- Onecoat of inorganic zinc silicate primer to a dry film thickness ofminimum 60-75Microns by airless spray application followed byintermediate coat (1 coat x 250ìm per ONLY coat or 2 coats x 125ìm per coatof Surface tolerant epoxy) and top coat (50ìm DFT of Aliphaticpolyurethane) by airless spray application, sealer coat on primedsurface by airless spray, stripe coat of surface tolerant epoxy on allweld joints/ projections by brush including supply of all requisiteresources (paints, equipments, tools, tackles,manpower, consumables,non-consumables etc.) to complete the work in all respects as perspecifications and directions of the EIC/ Site Engineer. The total DFTshallbe minimum 400 microns.

7.5

-

483.5

... More
Blasting of shell,structure etc:- Abrasive (Copper Slag blasting) blasting of the tank Roof shell, structure etc conforming to SSPC-SP 7/NACE No. 4.

7.5

-

210.43

... More
SCHEDULE II Fixed

-

-

-

... More
SCHEDULE II- RATES TO BE QUOTED BY BIDDER AGAINST THE ITEMS WHICH INCLUDES- Providing unskilled contractor workers as per directions by EIC. Prorata basis shall be followed for lesser/higher quantities.

360

-

504

... More
SCHEDULE II- RATES TO BE QUOTED BY BIDDER AGAINST THE ITEMS WHICH INCLUDES- Reimbrusement towards arrears due to increase in wages.

22070

-

1



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