Irrigation And Flood Control Department Tender

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Irrigation And Flood Control Department - IFC Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date23 Apr 2025
Closing Date29 Apr 2025
Tender Amount₹ 53,724.56 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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h) Steel

1

11

11.63

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Carraige of materail by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Additional lead above 20.00 KM a) Sand

1

11

11.04

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d) Earth / Sand

1

224

224.21

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Cement concrete flooring 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone agg.) finished with a floating coat of neat cement incl. cement slurry and curing complete complete but excl. C/o nosing of steps etc. complete (50mm thick with 20mm nominal size stone aggregate

1

562

562.15

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12 mm cement plaster in 1:4 Mix (1 cement : 4 coarse sand)

1

283

283.8

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Carraige of materail by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 10.00 Km a) Sand

1

15

15.66

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Supply of Sand

1

770

770

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Filling empty cement bags with sand/ earth; including loading / unloading , placing in Wet place and supply of E/C bags complete Job

1

29

29.3

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e) Cement

1

116

116.22

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E/work in excavation by manual means in trenches for foundations, drains , pipes , cables etc. (Not exceeding 1.5mtr in width) and for shafts , wells , cesspits and like not exceeding 10 Sqm on Plan, lift up to 1.50 mtr. Including disposal of excavted earth , with all leades and lift completed IN all kind of soil .

1

413

413.4

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b) Stone Agg. below 20mm

1

11

11.04

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e) Steel

1

36

36.63

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b) Walls (Any thickness) including attached pilasters, buttresses, plinth and string courses etc.

1

628

628.95

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c) Cement

1

13

13.92

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d) stone

1

236

236.08

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Carraige of materail from source to site of work Av. 50m by H/L . ( to be paid as per actual distance involved at site) a) Sand

1

200

200.67

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c) Cement

1

178

178.43

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f) Empty EC Bags

1

-

0.04

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Carraige of material from source to site of work including loading , unloading , stacking complete by Av. 05 Km by MT . ( to be paid as per actual distance involved at site) a) Sand

1

200

200.74

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Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil :

1

592

592.9

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Constructing Muthu Bunds , Comprising boulders and wood bushes in alternate lyres , including working in water situations

1

1622

1622.25

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e) Steel

1

249

249.61

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Supply of Fitter ( Second Class )

1

734

734

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Silt clreance from canals / Khuls inclusive of intial lead and lift (50m 1.50 m respectively ). a) Dry

1

111

111

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h) Steel

1

9

9.81

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d) Earth / Sand

1

16

16.36

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d) Earth / Sand

1

43

43.69

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c) Cement

1

11

11.63

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e) Cement

1

17

17.05

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a) Wet

1

184

184.95

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b) 1:4:8 or linear Mix (I/C equivalent design mix)

1

1064

1064.55

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Carraige of materail by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 20.00 Km a) Sand

1

13

13.09

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Filling available excavated earth (excluding Rocks) in trenches plinth sides of foundations etc in layers not exceeding 20cms in depth consolidating each deposited layer by ramming and watering lead up to 50 mtrs and lift upto 1.5Mtrs.

1

180

180.55

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d) Earth / Sand

1

19

19.58

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Demolishing of RCC Manually / mechnical means including stacking of steel bars and disposal of unserviceable material within 50m lead as the direction of Engineer -In charge

1

2516

2516.85

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c) Cement

1

9

9.81

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Carraige of materail by H/L for subsequent additional 50m Lead. ( to be paid as per actual distance involved at site) a) Sand

1

43

43.69

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b) Stone Agg. below 20mm

1

200

200.67

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Dumping stones excluding cost of stone in horizontal on level.

1

237

237.9

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f) Empty EC Bags

1

-

0.08

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Clearing jungle including uprooting of rank vegetation , grass , brushwood, trees and sapling of grith upto 30cm measured at height of 1 M above ground level and removal of rubbish upto a distance of 50m outside the priphery the area cleared

1

12

12.49

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Providing & laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering -- All work up to plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone agg. 20 mm nominal size)

1

5733

5733.6

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Slip clreance in soils , mixed with moorum / Kankar / Shingle / boulders , disposal lead 50m and lfit upto 1.50 m

1

331

331.15

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b) Stone Agg. below 20mm

1

13

13.09

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d) stone

1

51

51.4

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b) Stone Agg. below 20mm

1

15

15.66

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f) Empty EC Bags

1

-

-

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Demolishing of cement concrete manually/ by mechanical means including disposal of excavated material with in 50 mtrs lead as per directions of the in charge engineer. a) 1:3:6 or rich mix (I/C equivalent design mix)

1

1725

1725.2

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Centering and shuttering including strutting, propping etc and removal form for: (Rates to be quoted including carriage complete job). a) Foundation, footings, bases of columns etc for mass concrete.

1

286

286.35

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d) Earth / Sand

1

13

13.8

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Providing and laying in position cement conrete of specified grade including curing but excluding the cost of centering and shuttering - All work upto plinth level.1:2:4 ( 1 Cement : 2 Coarse sand , 4 gradd stone aggregate 20mm nominal size crushed) :

1

6591

6591.25

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Random Rubble masonry with hard stones in foundation and plinth including leveling up with cement conc. 1:6:12 (1 Cement: 6 coarse sand: 12 graded stones aggregate 20mm nominal size) upto plinth level and curing complete cement mortar . a) Cement mortar 1:6 (1cement: 6 coarse sand)

1

5402

5402.9

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Providing of HDPE Pipe 160mm Dia excluding cost of earthwork

1

1061

1061

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c) Stone Agg. above 40mm

1

216

216.94

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Dry Random Rubble masonry with hard stone in foundation Plinth using Nallah Stone Without Bond stone.

1

2793

2793.8

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Providing & laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering -- All work up to plinth level 1:4:8 (1 cement: 4 coarse sand: 8 graded stone agg. 40 mm nominal size)

1

5202

5202.9

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h) Steel

1

178

178.43

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Supply of Stone

1

700

700

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f) Empty EC Bags

1

-

0.01

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Cement concrete flooring 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone agg.) finished with a floating coat of neat cement incl. cement slurry and curing complete but excl. C/o nosing of steps etc. complete (40mm thick with 20 mm nominal size stone aggregate

1

510

510.15

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Reinforced cement concrete work in beams suspended floors, roofs, having slopes up to 15 ° landings , balconies , shelves , Chajjas, lintels, bands plain window sills, stair cases & spiral stair cases up to floor five level excluding the cost of centering , shuttering, finishing & reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone agg. 20 mm nominal size).

1

9821

9821.85

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b) Stone Agg. below 20mm

1

200

200.74

... More
h) Steel

1

13

13.92

... More
b) Stone Agg. below 20mm

1

43

43.69

... More
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge ordinary rock

1

940

940.3

... More
Filling empty cement bags with sand/ earth; including loading / unloading , placing in dry place and supply of E/C bags complete Job

1

20

20.05

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f) Empty EC Bags

1

-

0.01

... More
Supply of labour ( Mazdoor)

1

553

553

... More
Dismentaling of old plaster or skiting , raking out joints and clearing the surface for plaster including disposal of rubbish to dumping ground within 50m lead.

1

38

38.9

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f) Empty EC Bags

1

-

0.01



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