Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date29 Jan 2024
Closing Date6 Feb 2024
Tender Amount₹ 1,18,79,000 
Notes
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Costs

Description

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BOQ Items

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Providing, laying, WBM Grade-2 with 45-63mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled smooth roller 8-10 tonnes in stages to proper grade and camber, applying and brooming, stone screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per clause 405.2 (Including all taxes required & i/c hire charges of road roller)

591.75

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4675

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Providing, laying, WBM Grade-3 with 22.4-53mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading 3 as per clause 405.3 (Including all taxes required & i/c hire charges of road roller)

562.5

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4800

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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per Techinical specfication Clause 502 (Including all taxes required & including Cost of bitumen emulsion)

7500

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42

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Providing and applying tack coat with bitumen (VG-10) using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 (Including all taxes required & including Cost of bitumen VG-10)

7500

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14

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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. (Including all taxes required and hire charges of road roller & including Cost of bitumen )

7500

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200

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Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (Including all taxes required and hire charges of road roller & including Cost of bitumen )

7500

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71

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Brick edging 7 cm wide on both sides of the road by M- 150 bricks complete as per PWD detailed specification no 20.15

2

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64500

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Construction of hume pipe culvert Excavation of foundation in ordinary soil including lift upto 1.50 m and lead up 30m and including filling watering and ramming of excavated earth into trenches or into the plinth and removel and disposal of surplus earth as direction by I/E upto a distance of 30m from the foundation trench as per SI No-251

53.95

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120

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Concrete with 4 cms gauge brick ballast fine sand of 1.25 fineness modules and cement in the ratio 8:4:1 in foundation and under floors including supply of all materials, labour, T&P etc required for proper completion of the work as per SI NO-275

14.25

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5435

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1st class brick work with class 150 bricks in 1:4 in cement and C. sand mortor in foundation & plinth including all cost of material, all labour T&P etc for completion of work. as per SI No 305A

15.6

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4555

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Struck cement Pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 finencess moudulous on brick work including raking the joint washing and cleaning and supply of all material, labour T&P etc required for proper completion of the work as per SI No-574

67.22

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175

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Supply of 600 mm NP-3 Hume pipes

15

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2132

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Supply of 600 mm NP-3 Hume pipes coller

4

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550

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Laying of 600 mm NP-3 Hume pipes

6

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440

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Supply of 900 mm NP-3 Hume pipes

7.5

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4012

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Supply of 900 mm NP-3 Hume pipes coller

2

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848

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Laying of 900 mm NP-3 Hume pipes

3

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550

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Mantinence Charge for Second Year@ 1.0%

1

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108661.82

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Mantinence Charge for Third Year@ 1.5%

1

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162992.72

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Mantinence Charge for Fourth Year@ 2.0 %

1

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217323.63

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Mantinence Charge for Fifth Year@ 3 %

1

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325985.45



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