Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date15 Apr 2025
Closing Date22 Apr 2025
Tender Amount₹ 70,00,000 
Notes
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Costs

Description

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BOQ Items

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Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom as per technical specification clause 503

10125

15

151875

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Providing & laying in cement concerete 1:4:8( 1 cement : 4 fine sand : 8 graded brick aggregate 40 mm.nominal size) and curing complete, including supply of all materials, labour and T&P etc. required for proper completion of work as per direction of E/I as per pwd sch no 275

45

4250

191250

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Total cost of work

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-

6295575

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Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including 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 nterstices of coarse aggregate ,watering and compacting to the required density

135

4650

627750

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Construction of shoulder with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5

1200

110

132000

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Providing & laying in cement concerete 1:1.5:3( 1 cement : 1.5 Coarse sand : 3 graded brick aggregate 40 mm.nominal size) and curing complete, including supply of all materials, labour and T&P etc. required for proper completion of work as per direction of E/I as per pwd sch no 285b

19

8250

156750

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12 mm thick plaster with cement mortar in proportion of 1:3 Cement and coarse sand as per pwd sch no 581

400

180

72000

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Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .as per direction of E/I

10125

68

688500

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Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork, spreading the concrete with shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying primer, sealant, as per design, admixtures as approved, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

180

9350

1683000

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Earth work in excavation in trench for foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr. And dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m.

235

120

28200



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