Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date26 May 2022
Closing Date4 Jun 2022
Tender Amount₹ 60,08,905 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

5.25

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5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

35

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5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

175

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3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>

35

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OD43000/2022-2023:Mix seal surfacing providing, laying and rolling of close - graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm Type - A aggregate using penetration grade bitumen to required line, grade and level and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 KN static roller and finishing to required level and grades as per Technical specification clause 509 of MORD (Usage of bitumen is 22.00 kg /(10m2) By Manual Means

175

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Appendix -B Pre-monsoon works

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OD21490/2022-2023:Engaging hydraulic excavator for clearing blocked up ventway of culvert , drains and cutting and pushing the earth to embankment upto a distance of 100 metres (average lead 50 mtres)

101

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2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area

1.15

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OD21491/2022-2023:Engaging tipper for removing slipped earth and other unserviceable materials.

41

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OD24507/2022-2023:Engaging Man Mazdoor for removing /cleaning the rubbish and other aligned activities etc.

415

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Appendix-C Preventive maintenance

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55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

53.75

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55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

53.75

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OD45504/2022-2023:Procuring and supplying of approved quality ready mixed cold bituminous compound or equivalent for pothole filling works including cost , conveyance , loading , unloading, Packing to 25Kg of less charges etc. complete.

3500

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OD45519/2022-2023:Engaging Man Mazdoor for laying and compacting ready mixed cold bituminous compound.

38

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4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

11.64

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12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

365.4

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12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

121.8

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3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

487.2

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5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

1507.5

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5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

77.6

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OD23949/2022-2023:Mix seal surfacing providing, laying and rolling of close - graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm Type - A aggregate using penetration grade bitumen to required line, grade and level and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 KN static roller and finishing to required level and grades as per Technical specification clause 509 of MORD (Usage of bitumen is 22.00 kg /(10m2) By Manual Means

1507.5

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OD43789/2022-2023:Conducting and Reporting Routine Inspection for the entire length of the Project Road frequency of 7 days throughout the agreement period of the Running Contract as directed by the departmental officers at site

1100.32

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Appendix -D Emergency Works

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OD21493/2022-2023:Engaging Wood Cutter for cutting down the dangerously standing trees and its branches

161

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OD21494/2022-2023:Engaging hydraulic excavator for clearing blocked up ventway of culvert , drains and cutting and pushing the earth to embankment upto a distance of 100 metres (average lead 50 mtres)

97

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OD21495/2022-2023:Engaging tipper for removing slipped earth and other unserviceable materials.

50

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4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method

7.5

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