Directorate Of Urban Local Bodies Tender

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Directorate Of Urban Local Bodies Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date12 Mar 2025
Closing Date15 Apr 2025
Tender Amount₹ 13,38,300 
Notes
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Costs

Description

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BOQ Items

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Cement Concrete with 2 cm gauge approved stone ballast coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SI No.279(a)

2.04

7050

14346.75

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Gray Colour 50%

168

823

138264

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Supply and laying of 80mm thick I Shaped Rubber moulded vibro compressed gray/colour Interlocking cement concrete paver blocks manufactured and conrol Vibration machine Having plan dimension 200x(160+120mm) with minimum 5mm thcik topping of O.P cement mixed with 25% marbel powedr. the compressive Strenght of concrete paver block shall be not less than 30 MPA and 4.50 kg. per no including labour, materials T&P LAbour Cess and Royalti all taxes I/C all repect

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First class Brick Work in 1:4 cement & coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work SI No.305(a)

81.13

5170

419442.1

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12 S/F of granite stone board of size 60 cm 75 cm including consist of B/W plateform etc.i/c all work complete in all respect

1

12200

12200

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Cartage earth in embankment in ordinary soil by machenical means for road work excavation to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to require levels and slopes and also including 1.50M lift and 8.0km. leads. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M distance as directed by the Engineer-in-charge excluding royality. Whenever applicable for small work or Abadi area (rate) as per analysis)

504

269

135576

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Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-Incharge within a distance of 60 meter (200 feet) SI No.692

9.66

600

5796

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Concrete with 4 cm. gauge stone ballast, fine sand of 1.25 F.M. and cement, in proportion of 8:4:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc, required for proper completion of the work SI No.275

16.8

4300

72240

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RCC work with Cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballest in the proportions of 1.2.4 in slabs excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 BW GGI, binding wire & 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 Excluding cost of Binding wire St No. 284 for drain cover slab

0.6

8580

5148

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Red Colour 50%

168

902

151536

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Construction of granular sub-base By Mix in Place Method by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i)For Grading | Material (Rate as per analysis)

50.4

3177

160120.8

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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches (Where machine can not reach/move) SI No.251(a) for drain

12.6

110

1386



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