Irrigation And Flood Control Department Tender

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Irrigation And Flood Control Department - IFC Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date23 Feb 2024
Closing Date2 Mar 2024
Tender Amount₹ 13,58,000 
Notes
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Costs

Description

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BOQ Items

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Providing and laying in prosition specified grade of reinforcement cement concrete inclduing curing but excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth level 1:1.5:3 (1 cement: 1.5 Coarse Sand: 3 graded stone aggregate 20 mm nominal size)

1.35

9573

7091.6

... More
Reinforcement cement concrete work in walls (any thickness) inclduing attached Pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering and shutterintg, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominal size)

3.8

32500

8552.85

... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

0.78

6984

8953.95

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

6.25

3156

505

... More
Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

54.68

31378

573.85

... More
Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.

6.25

3972

635.6

... More
Edges of slabs and breaks in floors and walls Under 20 cm wide

11.2

2713

242.3

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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.

2.1

550

262.3

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12mm Cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 coarse sand)

54.68

18796

343.75

... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

1113.84

221320

198.7

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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 TMT steel of grade Fe 500 or more

410

32492

79.25

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Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece as in manhole cover on top of the dome/spring cover with locking arrangement.

0.27

1131

4189.6

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Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work..G.I. Pipes 50 mmØ

100

5360

53.6

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Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work..G.I. Pipes 40 mmØ

500

25450

50.9

... More
Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work..G.I. Pipes 32 mmØ

2000

77020

38.51

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Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work..G.I. Pipes 25 mmØ

500

18525

37.05

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Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work.. G.I. Pipes 15 mmØ

1700

40545

23.85

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Laying and fitting of HDPE pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work.. HDPE Pipes 75 mmØ

2000

82000

41

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Providing & Fixing brass bib cock of approved quality 15 mm nominal bore

58

18493

318.85

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Providing & fixing brass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore

58

17962

309.7

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Carriage of cement & steel from nearest market (as approved by Engineer in Charge)to road side by Mechanical Transport to site of work including cost for loading ,unloading & stacking for an av. distance of Average 50 Km

3.56

1927

541.39

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Carriage of cement by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 1000 m

3.15

1261

400.4

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Carriage of steel by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 1000 m

0.41

352

860.12

... More
Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 200 km

4.32

8229

1905.02

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Carriage of Sand by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 1000 m

4.32

4050

937.58

... More
Carriage of stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 50 km

5.45

3319

609.02

... More
Carriage of stone aggregate (Crushed) upto 20 mm by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 1000 m

5.45

5109

937.58

... More
Carriage of stone aggregate (Crushed) upto 40 mm by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 2000m

1.62

3033

1872.76

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Carriage of G.I Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 175 Km

9.82

14737

1501.39

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Carriage of G.I Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 2000 m

9.82

8796

896.1

... More
Carriage of HDPE Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 175 Km

2.98

8616

2891.48

... More
Carriage of HDPE Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 2000 m

2.98

21051

7064.15



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