Food Corporation Of India Tender

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Food Corporation Of India - FCI Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date21 Nov 2024
Closing Date4 Dec 2024
Tender Amount₹ 55,86,836 
Notes
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Costs

Description

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BOQ Items

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Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content: With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre

5840.82

73

431928.64

... More
White washing with lime to give an even shade: Old work (Two or more coats)

3717.69

22

84949.22

... More
Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/litre of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour. Old work (one or more coats)

880.83

62

55228.04

... More
Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface

5120.2

120

618264.15

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

3217.2

36

116140.92

... More
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

3400.56

102

349577.57

... More
Grading roof for water proofing treatment with Cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

21.87

8042

175885.1

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Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)

49.65

1090

54150.77

... More
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. Cement mortar

60.86

2060

125383.77

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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 getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer‐in‐ Charge: All kinds of soil

235.4

129

30566.69

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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 : 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)

72.5

7878

571191.25

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Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls Under 20 cm wide

941.6

208

196370.68

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Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls Above 20 cm wide

282.48

879

248314.04

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Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size,well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

211.41

749

158409.51

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6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)

640.29

300

192375.13

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Neat cement punning.

640.29

79

51191.19

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Supply , installation, testing & commissioning of turbo ventilators size 22” in stainless steel 430 grade having approximate weight 4.85kg. The ventilator should have air absorption of 7 kg / hr, 2440 CFM with blade length 369mm wings of 80mm, outer wings : =22” ‐ 24 nos inner wings 22' ‐ 6 Nos., with self lubricating ball bearings etc., complete as per manufacturer's specifications and as per directions of Engineer‐in‐ charge.

18

9484

170721.54

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

12.24

7370

90216.76

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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 shape and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)

28.78

9344

268930.39

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Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: Asbestos Cement sheet

81

77

6261.3

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Providing and fixing pre coated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during 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 55 mm) 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.

72

713

51350.4

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Providing and fixing pre coated galvanized steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm 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)

10

532

5323.5

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Providing and fixing pre coated galvanized steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm 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 : Flashings/ Aprons.( Upto 600 mm)

14

485

6798.4

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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 (including equivalent design mix)

4.2

2434

10220.5

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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer ‐ in ‐ charge Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)

8.4

1503

12630.24

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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 : 1:4:8 (1 Cement : 4 coarse sand (zone‐III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

8.4

6812

57220.8

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing and steps etc complete 50 mm thick with 20 mm nominal size stone aggregate

83.97

703

59030.91

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Providing and fixing glass strips in joints of terrazo/ cement concrete floors.50 mm wide and 4 mm thick

115.8

99

11533.68

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

164.6

36

6057.28

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Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :‐Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire

1754.75

14

24566.5

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Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :Of area beyond 3 sq. metres

6

188

1133.4

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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 ‐ part 1 and M.S. top cover of required thickness for rolling shutters 80x1.25 mm M.S. laths with 1.25 mm thick top cover

26.79

3653

97873.61

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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, (i)Single socketed pipes. 110 mm diameter

13.2

377

4981.68

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Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non‐woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87‐0.89 kg/litre and viscocity 70‐160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto ‐2°C when tested in accordance with ASTM,D ‐ 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick

218.72

560

122690.98

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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 gratings, frames , guard bar, ladder, railings, brackets, gates and similar works.

750

172

129450

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Credit of old iron to the agency

614.6

25

-15364.89

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Credit of Old AC Sheet to the agency

81

12

-972



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