Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date17 Aug 2024
Closing Date31 Aug 2024
Tender Amount₹ 19,42,000 
Notes
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Costs

Summary

Construction Of Link Road From Radha Soami Ashram To Village Katli.( Under Capex Budget 2024-25).

Description

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BOQ Items

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1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

131.8

755688

5733.6

... More
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)

9.87

76871

7788.4

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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 Thermo-Mechanically Treated bars of grade Fe-500D or more.

987

121598

123.2

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Supply and laying of River Bed Materials including leveling, dressing, watering & consolidation in layer 20cm in depth each layer consolidated with power road roller of minimum 8 tonne capacity incl. carriages complete

99

29700

300

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Providing / laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller 8 to 10 tonne capacity etc. complete. Base course with 63mm to 45mm size including stone screenings 13.2mm size ( 150mm thick ) with all leads and lift carriage complete.

255.75

568788

2224

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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and copmpacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

127.88

241175

1885.95

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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

7.5

29637

3951.65

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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 for columns

198

56697

286.35

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

21.89

15721

718.2

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

6.72

1761

262.2



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