Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date13 Aug 2024
Closing Date27 Aug 2024
Tender Amount₹ 8,00,000 
Notes
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Costs

Description

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BOQ Items

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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 in layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

105

22932

218.4

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Earth work in excavation in trenches for foundation, drain, pipes, cables etc ( not exceeding 1.5 m in width ) and for shafts, wells. Cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 m inciuding disposal of excavated earth in:

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-

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90 % A.K.O.S.

129.71

33315

256.85

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10% O.R.

14.41

7112

493.5

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Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

13.46

64947

4826.5

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Providing and laying in position cement concrete of specified grade including curing butexcluding 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) using 30% stones

60.34

262634

4352.87

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P/Laying of cement conct. 1:2:4 Of specified grade excluding the cost of form work using 20mm N/ size of agg

3.6

23728

6591.25

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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 5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

5.4

42057

7788.4

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Reinforcement for RCC work including straightening , cutting, bending, placing in position and binding all complete

378

46569

123.2

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Cetering and shuttering including strutting propping etc and removal of form for foundation footings, bases of columns etc for mass concret.

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-

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

161.49

46242

286.35

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

18

50288

2793.8

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20.6 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 20.6.1 Non-pressure NP-3 class R.C.C. pipes 20.6.1.4 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)

14.4

67007

4653.3

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Banking river/nallah bed material free from organic matter etc in layers not exceeding 20cm in depth, breaking clods,watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers,and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc all complete

73.43

22029

300

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Carriage of material within avg. lead from source to site of work

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Sand 5.0 KM by MT

29.52

5925

200.74

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Agg Below 40 mm 6.0 KM by MT

59.13

12796

216.4

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Stones 2.0 KM by MT

18

3122

173.46



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