Food Corporation Of India Tender
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Food Corporation Of India - FCI Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date12 Feb 2025
Closing Date22 Feb 2025
Tender Amount₹ 18,82,270
Costs
EMD
₹ 37,650Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_FCI_848736_1Tender No
CE/WB/02/2025Tender Authority
Food Corporation Of India ViewPurchaser Address
-Website
http://http://fci.gov.in/
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Documents
BOQ Items
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Supplying and filling in plinth with sand under floors,
including watering, ramming, consolidating and dressing
complete.
4.32
2123
9174.6
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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 :1:3:6 (1 Cement : 3 coarse sand (zone‐III)
derived from natural sources : 6 graded stone aggregate 40
mm nominal size derived from natural sources)
7.23
7178
51902.36
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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)
3.89
9895
38492.33
... 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
: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)
36.8
9045
332883.6
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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
: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)
4.55
10852
49380.92
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Reinforced cement concrete work in beams, suspended floors,
roofs having slope up to 15° landings, balconies, shelves,
chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level 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).
4.79
11505
55111.35
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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.
3983.93
107
429666.85
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Centering and shuttering including strutting, propping etc.
and removal of form for Foundations, footings, bases of
columns, etc. for mass concrete
33.36
392
13082.12
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Centering and shuttering including strutting, propping etc.
and removal of form for Lintels, beams, plinth beams, girders,
bressumers and cantilevers
96.64
736
71165.7
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Centering and shuttering including strutting, propping etc.
and removal of form for Columns, Pillars, Piers, Abutments,
Posts and Struts
175.56
961
168765.83
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Centering and shuttering including strutting, propping etc.
and removal of form for Small lintels not exceeding 1.5 m clear
span, moulding as in cornices, window sills, string courses,
bands, copings, bed plates , anchor blocks and the like
31.72
392
12439
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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 1:6 (1 cement : 6 coarse sand)
14.31
7132
102062.5
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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 shapes and sizes in : Cement
mortar 1:6 (1 cement : 6 coarse sand)
11.34
9105
103261.47
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Supplying at site Angle iron post & strut of required size
including bottom to be split and bent at right angle in opposite
direction for 10cm length and drilling holes upto 10 mm dia.
etc. complete.
468
125
58851
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Providing and fixing concertina coil fencing with punched
tape concertina coil 600 mm dia 10 metre openable length (
total length 90 m), having 50 nos rounds per 6 metre length,
upto 3 m height of wall with existing angle iron 'Y' shaped
placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T.
reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of
Engineer‐in‐charge, with reinforced barbed tape(R.B.T.) /
Spring core (2.5mm thick) wire of high tensile strength of 165
kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/
metre (cost of M.S. angle, C.C. blocks shall be paid separately)
90
375
33822
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12mm cement plaster of mix : 1:6 (1 cement : 6 fine sand)
112.75
333
37585.21
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15 mm cement plaster on the rough side of single or half brick wall of mix: 1:6 (1 cement : 6 fine sand)
112.75
383
43183.25
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6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
233.78
300
70239.2
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Finishing walls with Premium Acrylic Smooth exterior paint
with silicone additive of required shade: New work (Two or
more coats applied @ 1.43 ltr/10 sqm over and including
priming coat of exterior primer applied @ 0.90 litre/10 sqm)
459.28
171
78582.81
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Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade :Two or more coats on new
work
18.6
155
2899.74
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Dismantling steel work in single sections including
dismembering and stacking within 50 metres lead in:
Channels, angles, tees and flats
252
2
579.6
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Credit of Old iron to agency
252
25
-6300
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Credit of old bricks
65.16
500
-32580
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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.
37.87
196
7422.52
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