Irrigation And Flood Control Department Tender

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Irrigation And Flood Control Department - IFC Tender

Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Jan 2023
Closing Date12 Jan 2023
Tender Amount₹ 96,52,000 
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-30 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

34.95

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7293.75

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Providing and laying in position machine batched and machine mixed design mix M-30 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

40.89

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8558.95

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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)

9.72

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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)

23.28

-

9458.65

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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

9340

-

79.25

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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)

38.52

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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.

119.04

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262.3

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Extra for shuttering in circular work

79.8

-

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.

650.19

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573.85

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Extra for shuttering in circular work

650.19

-

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..

70.61

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502.85

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Extra for shuttering in circular work

69.45

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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)

233.7

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2086.8

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Extra for arches, domes, vaults exceeding 6 m span if applicable.

233.7

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1008.45

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

5

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635.6

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

22.8

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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.

137.93

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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)

793.1

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343.75

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Extra for plastering on circular works

785.1

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34.35

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

12.42

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260.05

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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.

576

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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)

531.33

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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)

639

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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.

240

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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.

1.62

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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

567

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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.

874.3

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198.7

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

18

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265

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

18

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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.

9

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1000

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

56.25

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840

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Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80mm dia. nominal bore (L)

5000

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773.15

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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 80 mm nominal bore

54

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985.25

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Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 50 to 80 mm nominal bore

3

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1268.75

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Carriage of sand from source to site of work av. 180 KM by M.T. & 500.00 M by manual means

80.5

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2272.4

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Carriage of sand from source to site of work av. 180 KM by M.T. & 300.00 M by manual means

40.25

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2113.44

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Carriage of sand from source to site of work av. 170 KM by M.T. & 3.00 KM by manual means

1.16

-

4173

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Carriage of sand from source to site of work av. 160 KM by M.T. & 1.50 KM by manual means

1.16

-

2894.4

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Carriage of Stone aggregate 20 mm nominal size from source to site of work av. 45.00 KM by M.T. & 500.00 m by manual means

43.74

-

1106

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Carriage of Stone aggregate 20 mm nominal size from source to site of work av. 43.00 KM by M.T. & 500.00 m by manual means

43.74

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1088.72

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Carriage of Stone aggregate 20 mm nominal size from source to site of work av. 46 KM by M.T. & 300.00 m by manual means

43.74

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955.68

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Carriage of Stone aggregate 20 mm nominal size from source to site of work av. 45 KM by M.T. & 3.00 Km by manual means

1.47

-

3075.72

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Carriage of Stone aggregate 20 mm nominal size from source to site of work av. 32 KM by M.T. & 1.50 Km by manual means

1.47

-

1788.18

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Carriage of Stone aggregate 40 mm nominal size from source to site of work av. 45 KM by M.T. & 500 m by manual means

26.48

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1198.97

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Carriage of Stone aggregate 40 mm nominal size from source to site of work av. 46 KM by M.T. & 300 m by manual means

26.48

-

1036.52

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Carriage of Stone aggregate 40 mm nominal size from source to site of work av. 43 KM by M.T. & 500 m by manual means

26.48

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1180.19

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Carriage of Stone aggregate 40 mm nominal size from source to site of work av. 46 KM by M.T. & 3.00 Km by manual means

0.38

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3356.36

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Carriage of Stone aggregate 40 mm nominal size from source to site of work av. 32KM by M.T. & 1.50 Km by manual means

0.38

-

1936.1

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Carriage of Cement from source to site of work Av. 500 M by manual means

48.8

-

245.3

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Carriage of Cement from from source to site of work Av. 300.00 M by manual means

24.4

-

183.26

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Carriage of Cement from source to site of work Av. 3.00 K M by manual means

0.55

-

1020.8

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Carriage of Cement from from source to site of work Av. 1.50 KM by manual means

0.55

-

555.5

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Carriage of Steel from from source to site of work Av. 500.00 M by manual means

6.2

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526.92

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Carriage of Steel from from source to site of work Av. 300.00 M by manual means

3.1

-

393.64

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Carriage of Steel from from source to site of work Av. 46 Km by MT Av. 3.00 KM by manual means

0.02

-

2192.92

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Carriage of Steel from from source to site of work Av. 32Km by MT Av. 1.50 KM by manual means

0.02

-

1193.32

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Carriage of G.I. Pipes from Jammu to road side and from raod to site of work average distance of 140 by MT and 2.00 Km by head load.

10.22

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2759.11

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Carriage of G.I. Pipes from Jammu to road side and from raod to site of work average distance of 150 by MT and 2.00 Km by head load.

23.84

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2835.91



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