Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date3 Feb 2025
Closing DateCancelled
Tender Amount₹ 1,44,72,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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-

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Hard rock (BP) @30%

360.48

1065

384163.54

... More
Disposal of excavated earth by mechnical Transport for an avg lead of 2Km by Mt incld. Loading ,Unloading complete.

480.64

296

142317.5

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Protection Work

-

-

-

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Raitaing Wall

-

-

-

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Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

-

-

-

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All kinds of soil @60%

216

270

58449.6

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Soft Rock @30%

108

490

53006.4

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Hard rock (BP) @10%

36

1183

42591.6

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Removal of Surface Boulder/Rock by Blasting or any other means Incld. Disposal

60

989

59364

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Random Rubble masonry with and stone from qyarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand)

1099.86

5575

6131829.49

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Dry random rubble masonry with hard stone in foundation and plinth using quarry stone with bound stone.

733.24

3952

2897911.13

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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.

3306.3

213

707283.7

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Providing and laying damp proof coarse 50mm thick with cement concrete 1:2:4 (1 cement,2coarse ,4stone agg.) 20 mm nominal size

750

473

354750

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Carriage of Stone for an Avg lead of 5km by Mt

1833.1

230

421979.62

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Carriage of Sand/ Stone Agg for an Avg lead of 15km by Mt

15.75

319

5027.4

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Breast Wall

-

-

-

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Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

-

-

-

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All kinds of soil @40%

64

270

17318.4

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Soft Rock @30%

48

490

23558.4

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Hard rock (BP) @30%

48

1183

56788.8

... More
Random Rubble masonry with and stone from qyarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand)

86.4

5575

481688.64

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Dry random rubble masonry with hard stone in foundation and plinth using quarry stone with bound stone.

129.6

3952

512205.12

... More
Providing and laying damp proof coarse 50mm thick with cement concrete 1:2:4 (1 cement,2coarse ,4stone agg.) 20 mm nominal size

100

473

47300

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Carriage of Stone for an Avg lead of 5km by Mt

216

230

49723.2

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Carriage of Sand/ Stone Agg for an Avg lead of 15km by Mt

39.58

319

12633.94

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RCC Culvert 1.0 Mtr Span

-

-

-

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Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

-

-

-

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All kinds of soil @100%

295.5

270

79962.3

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Dry stone pitching (any thickness) including cost of stones and carriage complete. On Horizontal

7.2

1490

10733.04

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

5.04

6243

31469.26

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:2:4( 1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size).

39.6

6243

247258.44

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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)

7.2

11238

80918.64

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete

864

106

91929.6

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

-

-

-

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

50.7

618

31342.74

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

19.2

718

13797.12

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

58.2

259

15091.26

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Carriage of Stone Agg for an Avg lead of 14km by Mt

70

308

21574

... More
Concrete Side Darin

-

-

-

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Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

-

-

-

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All kinds of soil @100%

75

270

20295

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Providing and laying in position specified grade of cement concrete including the cost of centering and , shuttering , All work up to plinth level 1:2:4 (1cement: 4 coarse sand : 8 graded stone aggregate (20mm nominal size)

50

7777

388850

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Carriage of sand /Stone Agg for an Avg lead of 14km by Mt

67.5

308

20803.5

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Crossing :-

-

-

-

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Providing and laying of M.S.Pipe 300mm dia 5.4mm thick with a weight of 42.42kg/Rm and a length of 6m long for cross drainage work incld. Constt. Of catch pits at the inlet and out let in M-15 grade concrete and providing and laying a bed of sand layer and providing earth cushion to the required grade and cross section.(As direct by Engineer -in-charge as per drawing and relevant /RC specifications code.

8

28857

230860

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Providing and laying of M.S.Pipe 200mm dia 5.4mm thick with a weight of 28.45kg/Rm and a length of 6m long for cross drainage work incld. Constt. Of catch pits at the inlet and out let in M-15 grade concrete and providing and laying a bed of sand layer and providing earth cushion to the required grade and cross section.(As direct by Engineer -in-charge as per drawing and relevant /RC specifications code.

20

24735

494700



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