Food Corporation Of India Tender

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Food Corporation Of India - FCI Tender

Works
Eprocure
Opening Date22 Oct 2020
Closing Date31 Oct 2020
Tender AmountRefer Documents 
Notes
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BOQ Items

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Removing mortar from bricks and cleaning bricks including stacking within 50 meter (stack of cleaned bricks shall be measured) from brick work in cement mortar.

8000

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4.88

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.

14

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252.3

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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): 8 graded stone aggregate 40 mm nominal size).

2.5

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5789.6

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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 : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

17

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7718.25

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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) : 3 graded stone aggregate 20 mm nominal size).

3.5

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9306

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Steel reinforcement for RCC work including straightening, cutting bending, placing in position and binding all complete plinth /above plinth level. Themo-Mechinically treated bars of grade FE-500 D or more.

2721

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83.5

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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 : 4 graded stone aggregate 20 mm nominal size).

2

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8554.5

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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

17.5

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284.85

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Centering and shuttering including strutting, propping etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers

43

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552.05

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

27

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733.7

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

14.5

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609.3

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Brick work with common burnt clay modular bricks of class designation 50 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).Brick supply free of cost by FCI

3

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3183.19

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Brick work with common burnt clay modular bricks of class designation 50 in superstructure in: Cement Mortar 1:6 (1 cement : 6 coarse sand).Brick supply free of cost by FCI

13

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4616.22

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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 10 cm length and drilling holes upto 10 mm dia. etc. complete.

87

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92.4

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Providing and fixing stainless steel ( Grade 304) railing 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, i/c 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 Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

100

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575.45

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

165

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254.25

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15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6fine sand )

142

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292.85

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

13

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227.35

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White washing with lime to give an even shade :New work (three or more coats)

165

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28.55

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Colour washing such as green, blue or buff to give an even shade :New work (two or more coats) with a base coat of white washing with lime.

142

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38.95

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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :two or more coats on new work

4

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121.55

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Fencing with angle iron 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 on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire

504

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19.05

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P/fixing glass pieces in cement mortar 1:3 (1cement:3 coarse sand ) bed of 25 mm thick at top of compound wall .

12

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469.8

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Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

4

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1264.8

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Credit of structural steel received after using existing MS angle

79

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20



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