Irrigation And Flood Control Department Tender

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Irrigation And Flood Control Department - IFC Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date28 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 1,81,55,634 
Notes
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Costs

Description

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BOQ Items

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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering, finishing and reinforcement- - All work up to plinth level :1:1.5:3(1cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (DSR 2016 Item No. 5.1.2)

178

6507

1158318.86

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Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers(DSR 2016 Item No. 5.9.5)

630

359

226178.13

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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 spirals staircases up to floor five levels excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5.3(1cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)(DSR 2016 Item No. 5.3, 5.2.3 & 5.2.2)

128

7738

990475.99

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Brick work with C & D Recycled products concrete Brick of class designation M - 10 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 Manufacture Sand).

529

7374

3900875.25

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Brick work with C & D Recycled products concrete Brick of class designation M - 10 in superstructure above plinth level up to floor V level in all shapes and sizes in :

40

8119

324770.02

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Demolishing stone rubble masonry 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 :In lime mortar (15.9.1)

99

496

49141.42

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Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts.(DSR 2016 Item No. 5.9.6)

1356

489

664215.31

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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 up to floor five level excluding cost of centering , shuttering, finishing and reinforcement 1:1.5:3(1cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)(DSR 2016 Item No. 5.2.2)

78

7481

583563.33

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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 : 1:1.5.3(1cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)(DSR 2016 Item No. 4.2.2)

99

7318

724569.01

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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 and above plinth level.Thermo-Mechanically Treated bars. (DSR 2016 Item No. 5.22.6 ).

45216

59

2679482.07

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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(DSR 2016 Item No. 10.2)

33840

70

2395076.76

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12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)(DSR 2016 Item No. 13.4.1)

1125

189

213016.61

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15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand)(DSR 2016 Item No. 13.5.1)

1125

219

246939.19

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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 2.4 m 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)

12000

266

3203790

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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 lift upto 1.5 m.

521

131

68594.34



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