Local Self Government Department Tender

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Local Self Government Department - LSGD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date20 Feb 2025
Closing Soon3 Mar 2025
Tender Amount₹ 16,94,821 
Notes
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Costs

Description

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BOQ Items

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5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

414.05

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5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

456

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5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

456

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5.2.1a:Tack Coat<br> 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.

2664

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5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)

3120

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OD435133/2024-2025:Providing and fixing of direction and place identification retro reflectorised sign with 7 years warranty manufactured as per IRC 67 made of type IV micro prismatic grade sheeting fixed over aluminium sheet 2 mm thick /aluminium composite material sheet 4mm thickwith area not exceeding 0.90 sq cmwith suitable back supporting frame of MS angle 40 x40 x6 supported on GI pipe pole 50 mm NB -2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete nin 40 x40 x60 cm , 60 cm below ground level including painting all exposed surfacewith 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols ( derived from MoRD spec.10.3.A.2)

1.08

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Road Concreting

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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.

60

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OD409431/2024-2025:[OD From DAR 2.28.1 ] Surface dressing of the 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 1.50m - All kind of soil

275

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OD409418/2024-2025:(OD From DAR 51.2.3) - Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

42.3

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OD409420/2024-2025:[OD From MoRD 75.8.1] - Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

55.2

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