Municipality Tender

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Municipality Tender

Works
Civil And Construction
Road Construction
Opening Date3 Oct 2023
Closing Date10 Oct 2023
Tender Amount₹ 77,50,243 
Notes
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Laying of CC Road;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work.

5576

75

418200

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Laying of CC Road;RBR-CCPV-6: Construction of un-reinforced, dowel jointed, plain cement concrete pavement of RMC-M 30 Grade over a prepared sub base with 43 grade cement @ 350 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and Technical Specification 602 MORTH.

836.4

5794

4846728.9

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Laying of CC Road;Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in T.G., F.O.R. destination including, loading, un-loading & stacking at site but excluding all taxes, as applicable. I.S.I mark (H.D.-20 with 560mm diaclear opening)

9

3085

27772.02

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Laying of CC Road;Raising/Lowering of existing manholes upto 0.30m depth incl. C/C of all materials, labour charges etc., complete but excluding cost of manhole frame & cover

70

692

48475.7

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Laying of CC Road;RBR-CCPV-4 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid ,compacted with Vibratory roller 8-10 t, finishing and curing etc. complete as per Technical Specification 601 MORTH.

418.2

4572

1912114.95

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Laying of CC Road;RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator)

836.4

76

63742.04



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