Local Self Government Department Tender

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Local Self Government Department - LSGD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date1 Feb 2025
Closing Soon8 Feb 2025
Tender Amount₹ 29,61,350 
Notes
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Costs

Description

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BOQ Items

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OD280807/2024-2025:FILLING WITH QUARRY MUCK Filling up low lying 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 subgrade

38.2

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11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

31.25

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11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

75.6

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75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

5.63

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11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

4.03

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11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

40.35

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OD280883/2024-2025:Engaging labour for Transportation

45

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OD280948/2024-2025:FILLING WITH CONTRACTOR'S OWN EARTH (EXCLUDING ROCK) IN OPEN AREAS IN LAYERS NOT EXCEEDING 20 CM IN DEPTH, CONSOLIDATING EACH DEPOSITED LAYER BY RAMMING AND WATERING, LEAD UPTO 50M AND LIFT UPTO 1.5M AS PER DIRECTION OF SITE ENGINEERING IN CHARGE

32.5

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4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

105.1

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75.8.1: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)

32.61

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OD281106/2024-2025:Interloking cconcrete block pavement providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawings and technical specification clause 1504

686.2

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3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.

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