Local Self Government Department Tender

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Local Self Government Department - LSGD Tender

Works
Civil And Construction
Eprocure
Opening Date17 Sep 2024
Closing Date24 Sep 2024
Tender Amount₹ 16,93,177 
Notes
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Costs

Description

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BOQ Items

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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

10.08

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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)

22.05

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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)

2.52

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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

15.37

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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

1.9

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OD43514/2024-2025:Disposal of rubbish/malba/similar unserviceable or waste materials by mechanical means including loading,transporting,unloading to approved municipal dumping ground or as approved by Engineer-in-charge,beyond 50m initial lead for all leads including all lifts involved

22.11

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OD43513/2024-2025:Engaging mancoolies

15

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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.

791.4

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4.1.A.2: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. (ii) For Grading II Material

44.1

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OD43536/2024-2025:Providing and laying of interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size,design &amp;shape,laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc.all complete as per the direction of Engineer in charge

812

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OD64111/2024-2025: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) Modified 75.8.1

15.8

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