Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date20 Jan 2025
Closing Date31 Jan 2025
Tender Amount₹ 63,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (M25 grade).

162

10400

1684800

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

18

54200

975600

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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

60

290

17400

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

27

4770

128790

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

9

9000

81000

... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

17.5

12760

223300

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For Protection work

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-

-

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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

70

4300

301000

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Part-B-Approach Road

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-

-

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Construction of embankment with approved materials Obtained From Borropit graded and compacted to meet requirement of table 300-2.. ( lead upto 5 km)

1200

270

324000

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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits area lead up to 5 Km with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to97% proctor density requirement of table No. 300-2 MORTH specification no. 305

37.5

290

10875

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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

68

4880

331840

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Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in machenical mix plant carriage of mixed material by tipper to site , laying of 1% OPC cement and 3.5% emulsion in uniform layers with paver in sub-base / base course on well prepared surface and compacing with vibratory roller to achieve the desired density.

28

9460

264880

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Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared Granular surface cleaned with mechanical broom.

312.5

12

4000

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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

15.6

13750

214500

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Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

312.5

12

4000

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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

9.35

14810

138473.5

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For Diversion

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-

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Construction of embankment with approved materials Obtained From Borropit graded and compacted to meet requirement of table 300-2.. ( lead upto 5 km)

840

280

235200

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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

38

4900

186200



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