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 Date25 Jan 2024
Closing Date5 Feb 2024
Tender Amount₹ 20,75,000 
Notes
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Costs

Description

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BOQ Items

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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level

1.73

12442

7192.05

... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level

5.01

42370

8457.25

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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)

1.23

11013

8953.95

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Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

1.07

10120

9458.65

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

8.25

40783

4943.4

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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.

20.25

5311

262.3

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Extra for shuttering in circular work

14.5

760

52.46

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

88.16

50590

573.85

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Extra for shuttering in circular work

68.61

7874

114.77

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

6.26

3147

502.85

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Extra for shuttering in circular work

6.26

629

100.57

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Arches, domes, vaults upto 6 m span .( for Shuttering on Extra for arches, domes, vaults (exceeding 6 m span shall be paid)

9.68

20200

2086.8

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

1

635

635.6

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

7.6

1841

242.3

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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.

20.96

10584

505

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

41.32

14203

343.75

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Extra for plastering on circular works

32.02

1099

34.35

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Providing & Incorporating during concreting GP sheet stripe water seal 1.25mm (nominal thick) at construction joints including jointing of hence so as to form a continuous barrier, strips area (excluding laps) to be measured 20cm in width.

69

3450

50

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Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)

40.05

3676

91.8

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Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)

72

4168

57.9

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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.

75

9997

133.3

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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.

0.81

3393

4189.6

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Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangement for electric supply/arrangement for Generator etc complete

221

1359

6.15

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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.

1325.2

263317

198.7

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Providing and fixing S.C.I. S & S 100 mm dia bend

4

1060

265

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Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S

4

1056

264

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Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. (medium) nominal bore for washout/ delivery main / over flow welded with M.S. Plate 1.25 mm thick 150 x150 mm size etc. complete excluding cost of pipe.

3

3000

1000

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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 upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

2.12

18089

8552.85

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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

892

70691

79.25

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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 40mmØ

2200

111980

50.9

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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 32mmØ

1500

57765

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. Pipes25mmØ

1000

37050

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 20mmØ

2000

50020

25.01

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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 15mmØ

1838

43836

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 63 mm Ø

2000

75600

37.8

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Making connection of G.I Distribution branch with G.I Main of following sizes by providing and fitting Tee, including cutting and threading the pipes etc complete. 25-40mm nominal bore

40

26650

666.25

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Making connection of G.I Distribution branch with G.I Main of following sizes by providing and fitting Tee, including cutting and threading the pipes etc complete. 50-80mm nominal bore

5

6343

1268.75

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Providing and fixing gun metal gate valve with C.I wheel of approved quality ( Screwed End) 50 mm Dia

2

1885

942.75

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Providing and fixing gun metal gate valve with C.I wheel of approved quality ( Screwed End) 25 mm Dia

2

1087

543.85

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Providing and fixing gun metal gate valve with C.I wheel of approved quality ( Screwed End) 20 mm Dia

15

6954

463.65

... More
Providing and fixing brass bib cock of approved quality 15 mm with nominal bore

50

15942

318.85

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Providing and fixing of brass Ferrule with CI mouth cover including boring and tapping the main 15 mm nominal bore

50

15485

309.7

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12mm Cement plaster of mix: 1:4 ( 1 cement : 4 coarse sand)

9.02

2345

260.05

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Providing and fixing G.I. pipes complete for washout , overflow and Inlet G.I Pipe 80mm (m)

25

21000

840

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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 30 Km

8.74

3390

387.79

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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 3000 m

7.85

8013

1020.8

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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 3000 m

0.89

1956

2192.92

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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 150 km

12.75

18781

1473.02

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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 3000 m

12.75

32221

2527.18

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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 30 km

15.74

6866

436.22

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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 3000 m

15.74

39777

2527.18

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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

6.09

11405

1872.76

... More
Carriage of G.I Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 110 Km

17.71

17748

1002.19

... More
Carriage of HDPE Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 110 Km

2.12

4130

1948.3

... More
Carriage of G.I Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 3000 m

17.71

22798

1287.3

... More
Carriage of HDPE Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 3000 m

2.12

22027

10390.15



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