Directorate Of Urban Local Bodies Tender

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Directorate Of Urban Local Bodies - DOLBU Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date22 Jun 2024
Closing Date29 Jun 2024
Tender Amount₹ 4,37,171 
Notes
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Costs

Summary

Ward No. 12 Jakirya Ke Makan Se Shakil Ke Hospital Tak Nali And

Description

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BOQ Items

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E/W in cutting or in embankment in orinary soil excavation to be in the from of regular pite not be exceeing 0.50 m in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also incluing 1.5 m lift and 8km lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m distance as directed by the engineer in charge.

221.68

65395

295

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Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors,including supply of all materials, labour, Tools& plants etc. required for proper completion of the work

6.85

27400

4000

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Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in theproportion of 4:2:1 including supply of allmaterials, labour, Tools & plants etc. requiredfor proper completion of the work.

3.34

23547

7050

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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 rials,labour and T&P etc. requried for propercompletion of the work

4.85

25074

5170

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12 mm thick plaster with cement and fine sand of 1.25 ess modules in 1:4 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of thework.

39.1

7820

200

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Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge.

0.79

6432

8143

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R.C.C. work with Cement approved coarsesand and 2 3/4") gauge approved stoneballast in the proportions of 1:1.5:3 in lintels fodoors and windows excluding supply einforcement and its binding but including itsfixing and binding the same with 24 B.W.G.G.I., binding wire and including necessarycentering and shuttering etc. and also includingsupply of all materials, labour and T & P etc.required for proper pletion of the work.Excluding cost of Binding wire.

1.01

8726

8640

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Construction of granular sub-base 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 vibratory roller to achieve the desired density, complete as per clause 401

26.41

92435

3500

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Laying of interlocking tiles of 60 to 80 mm thick including levelling and dressing of surface up to required level and slopes filling joints with local sand including cost of bour, T&P etc complete But excluding cost of material as directed by Engineer in charge..

110

12100

110

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Laying & supplying of 80 mm precast cement concrete I- shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200X(160+120mm)OP Cement,smoot high gloss finish skid resistant manufactured from rubber moulds through vibro-compression mechanism.The compressive strength of concrete paver block shall not be less than 30 Mpa (m -30) and weight 5 kg per no. conferming to IS:15658-2006 including cost of material ,labour ,T &P etc.required for proper completion of the work as directed by Egneer -in charge .But excluding up TT which shall be paid extra as rules as per item no.9

55.03

45564

828

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Laying & supplying of 80 mm precast cement concrete I- shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200X(160+120mm)OP Cement,smoot high gloss finish skid resistant manufactured from rubber moulds through vibro-compression mechanism.The compressive strength of concrete paver block shall not be less than 30 Mpa (m -30) and weight 5 kg per no. conferming to IS:15658-2006 including cost of material ,labour ,T &P etc.required for proper completion of the work as directed by Egneer -in charge .But excluding up TT which shall be paid extra as rules as per item no.9

55.03

41217

749

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Supply and fixing of granite stone for inauguration

1

5000

5000

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Add Gst 18%

1

66687

66687.04



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