Department Of Local Administration Tender

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Department Of Local Administration Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date24 Apr 2025
Closing Date7 May 2025
Tender Amount₹ 14,71,429 
Notes
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Costs

Description

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BOQ Items

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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)

1064

41

44624

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Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 -60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction. - using grade II metal and bitumen - VG30.

54

8690

469263

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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision)

1064

14

15683

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Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent 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 clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material and using bitumen - VG30

27

11007

297202

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Engaging front end loader (JCB) including labour, fuel etc,. As per the instruction of the Engineer in charge.

23

1384

31838

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Providing and laying unscreened gravel boulders to a specified consolidated thickness for sub base course including stacking of the material to the departmental gauge on road side for premeasurement. The volume of stacks calculated as per actual measurement shall be reduced by 15% for looseness in stacking to arrive at the net quantity. The rate shall including labour charges for spreading and hand packing to required camber and graded, and rolling with power roller hire and fuel charges for all tools and plants employed, and the cost of the boulders etc complete as directed by the Engineer in charge.

68

1088

74034



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