Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date26 Dec 2024
Closing Date16 Jan 2025
Tender Amount₹ 1,71,50,000 
Notes
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Costs

Summary

Construction Of Link Road From Kanderi Nallah To Bulandpur Via Jattar

Description

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BOQ Items

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DO_NOT_SHOW

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Hard Rock (Requiring Blasting)

2223.72

687

1527918.01

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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

1231.54

256

316321.05

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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 40 mm nominal size).

105.22

5673

596955.15

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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)

260.96

6591

1720052.6

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Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

21.6

7788

168229.44

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more.

2592

123

319334.4

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

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-

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

144.75

286

41449.16

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

253.95

628

159721.85

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

14.4

1145

16489.44

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

737.3

5402

3983558.17

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Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah)

596.37

2793

1666138.51

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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.

7.14

562

4013.75

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Hand packed stone filling in horizontal on level including cost of stone.

291.61

937

273501.02

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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.

41.58

218

9081.07

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Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.

285.12

3093

881961.7

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Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes: 900 mm dia. R.C.C. pipe

22.5

3951

88912.13

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Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm

660

1204

794739

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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

660

768

506979

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Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A)

168.96

1204

203453.18

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Supplying and stacking at site Good Earth

52.8

281

14852.64

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CARRIAGE OF MATERIALS By Mechanical Transport including loading, unloading and stacking all complete.

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-

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Carriage of Stone avg. lead of 02 km by MT

1626.71

173

282169.12

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Carriage of Sand / Dust avg. lead of 30 km by MT

626.23

520

325852.52

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Carriage of bajiri avg. lead of 40 km by MT

250.87

630

158233.74

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Carriage of Stone Aggregate (above 40 mm) avg. lead of 40 km by MT

753.57

685

516677.73

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Carriage of excavated earth avg. lead of 01 km by MT

5389.74

160

867370.86

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CLASSIFICATION CHART KM 1st RD (0-1000) AKS (50%), OR (25%) & HR (25%) KM 2nd RD (0-1000) AKS (50%), OR (25%) &HR (25%)

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