Indian Oil Corporation Limited Tender

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Indian Oil Corporation Limited - IOCL Tender

Works
Other Consultancy Services
Consultancy Services
Eprocure
Opening Date13 Jul 2023
Closing Date22 Jul 2023
Tender Amount₹ 90,06,143 
Notes
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Costs

Description

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BOQ Items

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Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete

28.57

21661

758.34

... More
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth

16

10590

661.88

... More
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

-

-

-

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ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm

8.72

72544

8319.27

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

-

-

-

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i) Foundations,footings,bases of columns, etc. for mass concrete

32

9824

307.03

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Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels

-

-

-

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ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786

872

78488

90.01

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Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:

12648

1387106

109.67

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Linear Light 80W

20

217500

10875

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Providing and fixing  Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of Cold rolled steel confirming to IS:513-2008 of base metal thickness 0.50 mm, having Yield Stress of Min. 275 MPa. Steel surface shall have hot dip metallic coating of Al-Zinc alloy comprising 55% Alluminium, 43.5% Zinc and 1.5% Silicon as per the ASTM-A792M, with total mass of coating on both sides shall be 150 gms/sqm. The steel shall have organic coating with Silicon Modified Polyester (SMP) /Super Durable Polyester (SDP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns SMP /SDP paint over 5-7 microns epoxy primer) and back side 8-10 Microns SMP/SDP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.58 MM. Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m or as desired by Engineer-in-charge.

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i) Profile Sheet for roofing

204

232794

1141.15

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ii) Plain Sheet for Ridges (500 - 600mm).

17

7628

448.72

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iii) Plain sheet for Flashings/ Aprons (Upto 600 mm)

46.4

18434

397.3

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iv) Plain Sheet for Gutter (600 mm over all girth)

34

38177

1122.87

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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes.

-

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-

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ii) 110 mm diameter

40

13152

328.81

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Providing and fixing  150F/200F flush panel,(pre-coated steel) False Ceiling made of  Cold rolled steel sheet conforming to IS 513, having minimum yield stress and tensile stress as 240 Mpa & 300 Mpa respectively. Base metal thickness for ceiling panel and Carriers shall be 0.45mm and 0.55mm respectively. The steel surface shall have hot dip metallic coated with Zinc coating (galvanizing) as per IS277, with total mass of coating on both sides shall be 120 gms/sqm. The steel shall have organic coating with Regular Modified Polyester (RMP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns RMP paint, over 5-7 microns epoxy primer) and back side 8-10 Microns RMP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.50 MM for Ceiling panel and 0.60 MM for Carrier. Sheet shall have protective Sheet shall have protective guard film of  thickness of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6m (for panel) and up to 5m (for carrier) or as desired by Engineer-in-charge. The ceiling panel shall be clipped into carriers which are suspended from steel trusses/purlins with the help of GI suspension angle of size 25x25x0.5mm thick by means of rigid suspension system meant for exterior. The longitudinal joints of two panels shall be butt joined with a special type of panel splice to be fixed from inner side. The carrier will be joined with carrier splices maintaining a module of 150 mm. The spans shall not exceed as recommended and manufacturer recommendations shall be followed on installation procedure.

204

329965

1617.48

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Constructing masonry Chamber 60x60x75 cm,inside in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valves etc, with CI surface box 100mm. top diameter,160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5

4

40046

10011.69

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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Duty

-

-

-

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ii) 150 mm dia. R.C.C. pipe

30

14958

498.62

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iv) 300 mm dia. R.C.C. pipe

30

27927

930.91

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Supplying and fixing MS foundation bolts with necessary GI nuts and washers of specified sizes,all conforming to relevant Indian Standards and as approved by Engineer-in-charge :

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-

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v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate

32

20039

626.23

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CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items

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xxiv) 3 Core x 2.5 sq. mm Copper Cable XLPE

408

64851

158.95

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CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.

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-

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vii) 3 Core x 2.5 sq. mm

25

9713

388.54

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Providing, fixing, testing and commissioning of FLP junction box of approved make for cable connection/ jointing.

-

-

-

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i) For cables 2.5 to 4 sqmm XLPE / AYFY

7

12548

1792.67

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CONSTRUCTION OF MAIN DRIVEWAY

-

-

-

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

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-

-

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i) Foundations,footings,bases of columns, etc. for mass concrete

48

14737

307.03

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Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface & compacting with vibratory power roller to achieve the desired density, complete as per specification & direction of Engineer-in-charge.

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-

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i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired

279.4

758221

2713.75

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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications & directions of Engineer-in- charge

142.88

406777

2847.09

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Providing & laying factory made reflective type Lacquered finish Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih vibratory compaction & of approved size and design / shape, shade and manufacturers and as per IOCL's specifications. The paver blocks shall have peripheral chamfer, with average crushing strength as per IS 15658, maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length @ width and +/- 3 mm on thickness. The job includes supplying and laying a layer of 50 mm thick clean coarse sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand, compacting with machine vibrator to required line and level, etc. complete. (Payment for provision of edge restraints shall be made separately)

-

-

-

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ii) M40 grade 80 mm thick reflective type Lacquered finish

635

815879

1284.85

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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

-

-

-

... More
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm

5

41596

8319.27

... More
Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels

-

-

-

... More
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786

400

36004

90.01

... More
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge.

5.74

51804

9028.4

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Painting on G.S. sheet with synthetic enamel paint of approved brand & manufacture of required colour to give an even shade, 2 or more coats,including a coat of approved steel primer but excluding a coat of mordant solution

52.65

7831

148.75

... More
Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete

52.65

11162

212.02

... More
i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH

3

20618

6872.76

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

14.39

3943

274.05

... More
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including taking out and disposal of excavated earth within site and lift upto 1.5 m, disposed soil to be levelled and neatly dressed as directed by Engineer-in-charge. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600.

635

63347

99.76

... More
CONSTRUCTION OF APPROACHES

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-

-

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

-

-

-

... More
i) Foundations,footings,bases of columns, etc. for mass concrete

36

11053

307.03

... More
Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface & compacting with vibratory power roller to achieve the desired density, complete as per specification & direction of Engineer-in-charge.

-

-

-

... More
i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired

352

955240

2713.75

... More
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications & directions of Engineer-in- charge

180

512476

2847.09

... More
Providing & laying factory made reflective type Lacquered finish Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih vibratory compaction & of approved size and design / shape, shade and manufacturers and as per IOCL's specifications. The paver blocks shall have peripheral chamfer, with average crushing strength as per IS 15658, maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length @ width and +/- 3 mm on thickness. The job includes supplying and laying a layer of 50 mm thick clean coarse sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand, compacting with machine vibrator to required line and level, etc. complete. (Payment for provision of edge restraints shall be made separately)

-

-

-

... More
ii) M40 grade 80 mm thick reflective type Lacquered finish

800

1027880

1284.85

... More
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

-

-

-

... More
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm

7.5

62394

8319.27

... More
Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels

-

-

-

... More
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786

600

54006

90.01

... More
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge.

5.4

48753

9028.4

... More
Painting on G.S. sheet with synthetic enamel paint of approved brand & manufacture of required colour to give an even shade, 2 or more coats,including a coat of approved steel primer but excluding a coat of mordant solution

36

5355

148.75

... More
Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete

36.01

7635

212.02

... More
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including taking out and disposal of excavated earth within site and lift upto 1.5 m, disposed soil to be levelled and neatly dressed as directed by Engineer-in-charge. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600.

800

79808

99.76



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