Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date21 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 25,54,000 
Notes
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Costs

Summary

Construction/ Upgradation Of Road At Chatron Pyt. Gadyog By Way Of Earth Work In Cutting /filling, Construction Of R/b/ Created Wall, Providing And Laying Of Gsb, Providing And Laying 02 No Hume Pipe Culvert

Description

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BOQ Items

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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 using 20% plum of nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed

35

4774

167106.1

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

78

2793

217916.4

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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.1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)

30

4653

139599

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Hand-packing stones in wire-crates including the cost of stones & including the cost of crates,( all Complete Job) NSI

130

1800

234000

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Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete

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-

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Foundations, footings, bases of columns

102

286

29207.7

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.

125

218

27300

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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

249

1880

468194.7

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Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete.

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-

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Sand for an average distance of 80 kms by M.T

17

1072

18229.78

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Stone aggregate below 40 mm nominal size for an average distance 20 kms by M.T

34

409

13937.96

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Stone for an an average distance of 3 Km by M.T

249

195

48579.9



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