Municipality Tender

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Municipality Tender

Works
Civil And Construction
Road Construction
Opening Date24 Dec 2024
Closing Date16 Jan 2025
Tender Amount₹ 8,16,589 
Notes
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Costs

Description

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Laying of CC Patches and Manholes Repairs in Various Places of Ward No 1;Repairs to existing manhole of 0.90 dia upto 0.60mt depth with 2nd class traditional Bricks in Cm(1:4) including Internal plastering 20 mm thick in CM(1:3) and External Plastering 12 mm thick in CM(1:3) and top benching in CC(1:2:4) including cost and conveyance of all materials and labour, Seigonarage charges, Curing and all taxes etc. complete.

30

2636

79080

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Laying of CC Patches and Manholes Repairs in Various Places of Ward No 1;Repairs to existing manhole of 0.90 dia upto 0.45mt depth with 2nd class traditional Bricks in Cm(1:4) including Internal plastering 20 mm thick in CM(1:3) and External Plastering 12 mm thick in CM(1:3) and top benching in CC(1:2:4) including cost and conveyance of all materials and labour, Seigonarage charges, Curing and all taxes etc. complete.

10

1591

15910

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Laying of CC Patches and Manholes Repairs in Various Places of Ward No 1;Repairs to existing manhole of 0.90 dia upto 0.30mt depth with 2nd class traditional Bricks in Cm(1:4) including Internal plastering 20 mm thick in CM(1:3) and External Plastering 12 mm thick in CM(1:3) and top benching in CC(1:2:4) including cost and conveyance of all materials and labour, Seigonarage charges, Curing and all taxes etc. complete.

10

718

7180

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Laying of CC Patches and Manholes Repairs in Various Places of Ward No 1;PHE-LJSW-13: Supply, Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and Spun yarn including cost and conveyance of pipe. (Reference to specifications BIS No. 6530/72)

20

2290

45813

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Laying of CC Patches and Manholes Repairs in Various Places of Ward No 1;RBR-FNDN-1-(I-A): Earthwork excavation in all kinds of soil for Pipeline trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/ water lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth up to a lead of 50m, including all incidental and operational charges etc., complete for Pipe lines by Manual Means.

18

493

8882

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Laying of CC Patches and Manholes Repairs in Various Places of Ward No 1;Cutting CC Road surface including stacking of excavated materials for pipe line trench work.

3.53

2345

8278

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Laying of CC Patches and Manholes Repairs in Various Places of Ward No 1;Supply and placing of Ready Mix Concrete M 30 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete.(RMC-M30)

58.5

5698

333341

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Laying of CC Patches and Manholes Repairs in Various Places of Ward No 1;RBR-SBBS-10 (II-i) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

58.5

2317

135560

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Laying of CC Patches and Manholes Repairs in Various Places of Ward No 1;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)

58.5

76

4493



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