Irrigation And Water Resources Department Tender

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Irrigation And Water Resources Department - GoH Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date8 Aug 2018
Closing Date13 Aug 2018
Tender Amount₹ 6,50,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Earthwork for lip cutting for lining (HSR item No. 19.23 (a)

14972.34

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Design mix cement concrete of grade M-15, with minimum cement contents 240Kg/Cum in foundation and plinth (HSR item No. 10.64)

3253.22

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Supply of plythene 150 micron

1328.21

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Laying of polythene 150 micron on bed sleeper (NS)

7049.95

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Design mix cement concrete lining of grade M-15 with minimum cement contents 240 Kg/cum, 75mm thick without paver in curved portion & side slopes, including cement sand slurry and bed, form work, concrete thickness of lining as per IS3873:1993 (HSR item No. 10.64, 19.12, 19.15+N.S)

84765.97

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Design mix cement concrete lining of grade M-15 with minimum cement contents 240 Kg/cum, 75mm thick in bed, including cement sand slurry, form work. Concrete thickness of lining as per IS 3873:1993 (HSR item No. 10.64, 19.2, 19.15+NS)

22623.55

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Design mix cement concrete of grade M-25 with minimum cement content 300 Kg/Cum in foundation and plinth (HSR item No. 10.66)

1022.68

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Filling of expansion joints, with special impervious hot pour, 12mm wide (HSR item No. 19.17)

261047.05

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Earthwork excavation in ordinary soil exclusive of compansation of earth duly dressed with lead 1.00 KM including breacking of clods (for filling) (HSR item No. 5.2 (b) and 4.1 (a) 6.3 (i)

57639.05

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Earthwork excavation for filling duly dressed with lead 15 Mtr (HSR item No. 6.2 (b) 6.3 (i)

12483.39

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Earthwork excavation for filling duly dressed with lead 30 Mtr (HSR item No. 6.2 (b) (c ) & 6.3 (i)

1501.42

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First class brick work laid in cement sand mortar 1:3 in foundation and plinth (HSR item No. 11.5)

1624.48

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Design mix cement concrete M-10 grade with minimum cement content 220Kg/cum in foundation & plinth (HSR item No. 10.63)

439.15

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Earthwork in excavation in foundation, trenches etc. in all kind of soils, not exceeding 2.00 Mtrs depth including dressing of bottom and side of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15cm layers with compaction, including disposal of all surplus soil, as directed within a lead 30 Mtrs (HSR item No. 6.6)

2437.54

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Fe-500 EQR TMT steel bars for RCC works where not including in the complete rate of RCC including bending, binding and placing in position complete. (HSR item No. 18.22)

949.46

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Shuttering for faces of conrete foundation and foundation beam (Vertical or battering) (HSR item No. 9.13)

4192.87

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Centering & shuttering for faces of walls (HSR item No. 9.5)

1883.64

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Centering & shuttering for slab culverts upto 3.00 Mtrs span (HSR item No. 9.18 (a)

504.16

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12mm thick cement plaster 1:3 on wall (HSR item No. 15.4)

248.11

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Reinforced cement concrete 1:2:4 boundary pillars of standard design, fixed in position, including finishing but excluding painting as per HSR item No. 10.131)

36

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Restroring the road cut in level with existing road surface as per approved specification as per (HSR item No. 24.38)

2842.74

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Dismantling of pucca road (HSR item No. 24.37)

780.36

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Providing gate & gearing

2.76

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Credit of dismantled brick work material

9446.07

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Credit of old steel scrap

45.19

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