Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date5 Feb 2025
Closing Date19 Feb 2025
Tender Amount₹ 44,83,900 
Notes
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Costs

Summary

Under District Maharajganj, Construction Of Cc Road And Retaining Wall On Pokhra From Pitch Road In Gram Panchayat Talhi To Manoj Chaudhary House Via Idgah, Lot No 1

Description

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Supply and laying of 125 micron poythene sheet under the foundation (for anti salt peter treatment) or over sub-base to act as separation between sub-base and cone. Slab (for C.C.Road slab), including supply of all materials, labour, T&P required for proper completion of the work. NS

1254

23

29970.6

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Laying C.C.Road slab consisting of 1:1.5:3 cement, coarse sand & approved 20mm gauge stone ballast, over prepared sub grade after its rectification & bringing it to proper camber & including supply of all materials, labour and T&P etc. required for proper completion of work, finished to required temples as directed by Engineer-in-charge but excluding cost of metal required for rectification of the sub grade. As per SI NO 773(A) (Average thickness 15 cm)

156.75

9323

1461380.25

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Making and filling expansion and construction joints with Bitumin 40% asbestos 5% and coarse sand 55% including all in CC Road.

333

37

12414.24

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Earth work in cutting or in embankment in ordinary soil excavation to be the from of regular pits not exceeding ½meter (20'' ) in depth and earth work in embankment to be in 20cm (80'' ) layers,including ramming and dressing the surface to required levels and slopes and including 1.5m (5'' ) lift and 30m (100'' ) lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100'' ) distance as directed by the E/I. As per SI No. 253

109.73

100

10972.5

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Retaining wall work

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-

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Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches. As per S.I. No. 251

147.15

120

17658

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Concrete with 4cm. Gauge stone ballast, fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work. As per SI No. 281

24.53

5503

135008.21

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M-150 brick work in 1:4 with cement and course sand mortar in foundation and plinth including supply of all material, labour and T&P. Etc. As per SI No. 305

202.74

5086

1031135.64

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Making provision for weep hole with 110mm dia PVC pipe fixed at placed 2.5mtr C/C in two layers. As per PWD SOR Ch-1 Materials No. (31)

88

230

20240

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Struck pointing with cement mortar consisting of 1 part cement and 2 parts of sand of 1.25 F.M. including supply of all materials; labour and T&P etc. required for proper completion of the work.

268.14

175

46924.5



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