Public Works Department Tender

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Public Works Department - PWD Tender

Eprocure
Opening Date5 Jul 2021
Closing Date12 Jul 2021
Tender Amount₹ 3,75,74,000 
Notes
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Costs

Description

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BOQ Items

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Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m 2 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 :

6060.49

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539.35

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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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

1554.65

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4419.85

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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)

1149.12

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4943.4

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Hand packed stone filling in horizontal elvel including cost of stone

690.28

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616.4

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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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

160.38

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5877.45

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12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)

32076

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241.75

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering, finishing and reinforcement. All work upto plinth level with 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size)crushed

145.23

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6344.25

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Reinforcement Rcc Work incl. straightening, cutting bending, placing in position and binding all complete. Cold twisted bars/ hot rolled deformed bars

17716.42

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79.25

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Extra for laying reinforced cement concrete in or under foul position.

1585.72

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306.65

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Centering and shuttering including strutting, propping etc. and removal of form work for:

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-

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Foundations, footings, bases of columns etc. for mass concrete.

1375

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262.3

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

5737.2

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573.85

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Suspended floors, roofs, landings, balconies and access platforms.

930.15

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635.6

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

3735.7

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242.3

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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 depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m

2345.61

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198.7

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Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m 2 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 :

399.92

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188.75

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Carriage of material by MT

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-

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Carriage of stone at an average distance of 05 Km by MT

122.97

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194.96

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Carriage of sand at an average distance of 13 Km by MT

1413.78

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275.9

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Carriage of stone aggregate 40mm nominal size at an average distance of 05 Km by MT

305.19

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194.96

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Carriage of stone aggregate 20mm nominal size at an average distance of 05 Km by MT

1445.71

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179.37

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Carriage of surplus material at an average distance of 02 Km by MT

2408.34

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134.55

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Carriage of stone at an average distance of 05 Km by MT & 200mm by Head load at new post office to Shaligad Nallha RD (0-445).( C)

519.31

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354.98

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Carriage of sand & Bajree at an average distance of 05 Km by MT & 200mm by Head load at new post office to Shaligad Nallha RD (0-445). (C)

1744.6

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481.11



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