Panchayati Raj Department Tender

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Panchayati Raj Department - PRD Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date1 Jul 2022
Closing Date16 Jul 2022
Tender AmountRefer Documents 
Notes
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Costs

Description

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Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size G3 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Screening Material (Type-B) to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

67.5

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3644

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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502

900

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40.1

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Providing and applying tack coat with V.G-10 Bitumen using distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

900

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19.7

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.

900

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201.7

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Providing and laying seal coat 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

900

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68.1

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Brick edging on both side of the road with S.O.B. bricks laid with mud mortar including labour and s/o brick finished to required template and in proper alignment and also including dressing and ramming the excavated earth as per direction of Engineer-in-charge.

0.3

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78000

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Earth Work in Embankment in Ordinary Soil Excavation to be done form of Regular Pits not Exceeding 1/2 M in depth and Work Embankment to be in 20 Cm Layer's Including Ramming and Dressing the Surface to Required Levels and Slopes and also Including 1.5 M Lift and 30 M Lead.The Earth from Cutting to be Used in Making Embankment or to be Deposited as Spoil Banks within 30 M distance as Directed by the Engineer Incharge.

270

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136.7

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Road Marking with hot applied thermoplastic com.

60

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604

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Supply and fixing of sign board

1

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6000



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