Local Self Government Department Tender

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Local Self Government Department - LSGD Tender

Works
Civil And Construction
Eprocure
Opening Date16 Jan 2025
Closing Date24 Jan 2025
Tender Amount₹ 6,77,321 
Notes
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Costs

Description

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BOQ Items

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5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

1800

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5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)

1800

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Road Concrete And Interlock

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3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

66

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OD355515/2024-2025:Surface dressing of ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish ,lead up to 50 m and lift up to 1.5 m ,all kinds of soil

28

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4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

6.6

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OD365825/2024-2025:[od from DAR 51.2.3]-Filling with quarry muck. filling up low laying and water logged areas with local material/quarry muck, spreading in layers ,levelling the top at site and consolidation by ramming etc,complete for improving the CBR value of sub grade

2.8

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OD355514/2024-2025:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

4.42

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OD355610/2024-2025:[OD from MoRD 6.7.1] Interlocking Concrete Block Pavements Providing and laying of interlocking concrete Block pavements having thickness 80 mm as per drawings and technical specifications clause 1504

57.2

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