Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Eprocure
Opening Date22 Jan 2025
Closing Date31 Jan 2025
Tender Amount₹ 46,63,000 
Notes
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Costs

Description

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WBM G-3 - Providing and laying in width 3.75m and compacted thickness 7.50cm spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity. This work includes cost of all materials, labour, and hire charges of road roller, machinery, T&P etc complete. Complete work as per Technical Speicification Clause 405 (3) and as per direction of E/I.

105

5208

546840

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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

1400

23

33460

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Laying C.C.Road slab consisting of 1:2:4 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)

210

8933

1875930

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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.

465.5

37

17353.84

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RCC Drain 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

1.95

120

234

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Concrete with 4cm. Gauge stone ballast, coarse sand 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

0.33

5503

1815.99

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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 A

16.56

5098

84422.88

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12mm thick plaster with cement mortar in proportion of 1:4 cement and fine sand of 1.25 F.M. over brick work. As per SI No. 584

384

129

49643.52

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R.C.C. work with cement approved coarse sand and 2cm gauge approved stone grit in the proportion of 1:2:4 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. As per SI No. 283

1.8

7868

14162.4

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Mild steel or reinfored for RCC work for proper completion of the work and including supply of steel its wastage. As per SI No. 504

1.77

7500

13275

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Raising of main hole chamber etc.

18

3050

54900

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Providing and laying of 80 mm thick interlocking rubber moulded upon 30 mm thick fine sand layer.As per SI No. New Item 1

300

810

243000

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Providing & fixing Km. Stone, Hectometer stone & sign board etc.complete.

1

4400

4400



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