Irrigation And Flood Control Department Tender

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Irrigation And Flood Control Department - IFC Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date26 Oct 2024
Closing Date4 Nov 2024
Tender Amount₹ 3,25,000 
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 above plinth level upto floor V level

3.74

9412

35201.07

... 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)

1.01

9821

9929.89

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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)

0.56

10377

5811.2

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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

506

123

62339.2

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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)

1.77

5733

10148.47

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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.

5.2

286

1489.02

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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.

51.24

628

32227.4

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Extra for shuttering in circular work

51.24

125

6445.48

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

6.67

577

3852.26

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Extra for shuttering in circular work

6.67

115

770.45

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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)

6.02

2281

13732.82

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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

718

718.2

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

7.6

262

1992.72

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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.

8.35

562

4693.95

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

23.55

370

8731.16

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Extra for plastering on circular works

23.55

37

890.19

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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.

51

50

2550

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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)

30.62

98

3023.73

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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)

36

63

2268

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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.

40

181

7264

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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.

0.72

5338

3843.72

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Welding of joints by Gas 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

126

12

1625.4

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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.

3.57

180

644.56

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

4

183

732.2

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Providing and fixing of GI Pipe for washout, inlet, overflow and outlet 65 mm dia (medium)

21

1018

21379.05

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Carriage of cement from nearest market (as approved by Engineer in Charge) to road side to site of work for an av. distance of Average and 1000 m by Manual means.

3.3

440

1452.56

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Carriage of Steel from nearest market (as approved by Engineer in Charge)to road side to site of work for an av. distance of Average 1000 m by Manual means.

0.51

945

478.46

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Carriage of Sand from nearest Source (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 170 Km Mechanical Transport and 1000 m by Manual means.

4.9

3096

15173.93

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Carriage of Stone Aggregate 20mm nominal size from nearest Source (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 55 Km Mechanical Transport and 1000 m by Manual means.

6.64

1827

12132.08

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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 for an av. distance of Average 2000m

2.03

2058

4179.59



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