Indian Oil Corporation Limited Tender

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Indian Oil Corporation Limited - IOCL Tender

Works
Civil And Construction
Eprocure
Opening Date3 Oct 2024
Closing Date17 Oct 2024
Tender Amount₹ 53,51,127 
Notes
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Costs

Description

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BOQ Items

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Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring 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]

5

8147

1629.41

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Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of :

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-

-

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R.C.C.

20

4048

202.41

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Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.

50

1454

29.09

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Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 5 0 metres lead.

180

10972

60.96

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Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in :

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-

-

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Channels, angles, tees and flats

700

1309

1.87

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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :

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-

-

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

2.5

4814

1925.99

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

2.5

2973

1189.22

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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]

2.5

7024

2809.76

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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 widt h 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 b y the Engineer-in-Charge :

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-

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In all kinds of soil

450

90711

201.58

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Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the s ub grade and disposal of surplus earth with lead up to 50 metres.

1260

218937

173.76

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75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :

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-

-

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Moorum

1260

103206

81.91

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Stone aggregate 40 mm nominal size

1260

220878

175.3

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Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH"].

4650

15949

3.43

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Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing co mplete.

130

1057044

8131.11

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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 sand, with common burnt clay non modular bricks.

450

339628

754.73

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :

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-

-

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Cement mortar 1:4 (1 cement : 4 coarse sand)

25

176705

7068.2

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15 mm cement plaster on rough side of single or half brick wall of mix :

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-

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1:4 (1 cement : 4 coarse sand)

105

37122

353.55

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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, signboar ds, 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 equivalen t make as per manufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing a nchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directio ns of the Engineer-in-Charge. (excluding the cost of concrete work).

7.2

902303

125319.95

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

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-

-

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1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]

20

150506

7525.3

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Centering and shuttering including strutting, propping etc. and removal of formwork for :

-

-

-

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Foundations, footings, bases for columns

8

2526

315.76

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Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per directions of the Engineer-in-Charge.

42

8226

195.87

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Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.

150

13941

92.94

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Providing and fixing bolts including nuts and washers complete.

25

3559

142.39

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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 c omplete up to required pitch in horizontal, vertical or curved surfaces including cutting to size and shape where required as per sp ecifications, detail drawings and directions of the Engineer-in-Charge. The rate shall be inclusive of all screws, seal, ridge, labo ur, scaffolding, machinery for fixing and approved sealent where required etc. but excluding the cost of purlins, rafters and trusse s :

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-

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0.91 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm.

205

281684

1374.07

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Supplying & fixing welded steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iro n frame by welding, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engin eer-in-Charge. [Note: This item is for openings in DG, Compresoor, Transformer/ VCB Room/ AVR Room. Angle iron frame shall be paid s eparately].

320

471542

1473.57

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Supplying & fixing welded wire mesh door made from steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iron frame by welding, fixing of holdfast, hinges, door handles, tower bolts, aldrops (2 Nos.), painting with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer, excluding frame etc. complete in all respects i nclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Cha rge. [Note: Angle iron frame shall be paid separately].

60

163993

2733.23

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Finishing walls with Acrylic Smooth exterior paint of required shade :

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-

-

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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)

105

19169

182.57

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Lettering with black Japan paint of approved brand and manufacture. [Note: Unit "EA" shall mean "PER LETTER PER CM HEIGHT"].

500

2600

5.2

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Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to Type-III of ASTM-D-49 56-01 as approved by the Engineer-in-Charge, letters, borders etc. as per IRC:67:2001 in silver white with blue colour back ground a nd with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressu re conforming to Class-II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized alu minium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with t heft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of alu minium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structura l frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and directions of the Engineer-in-Charge. [Note: Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment] :

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-

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Overhead informatory road signage

5

29289

5857.92

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Providing Hydraulic Excavator (3D) with driver and fuel on hire FOR WORKS AS INSTRUCTED BY eic/Site Engineer

40

46236

1155.91

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Supplying INJECTION MOULDED PLASTIC PALLETS made of Injection moulding grade Virgin HDPE as per IS 7328 as amended up to date, 1200* 1000*160 mm, Minimum Uniformly distributed Static Load and dynamic load suitability-1000 kg as per detailed specifications and instr uctions of site engineer/EIC

50

100000

2000



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